Publications
Selected publications
- Seismic assessment of existing steel frames with masonry infills (Journal article - 2020)
- On the seismic fragility of pipe rack-piping systems considering soil-structure interaction (Journal article - 2020)
- Optimal intensity measures for the structural assessment of buried steel natural gas pipelines due to seismically-induced axial compression at geotechnical discontinuities (Journal article - 2020)
- Period elongation of deteriorating structures under mainshock-aftershock sequences (Journal article - 2019)
- Experimental assessment of the seismic performance of hospital cabinets using shake table testing (Journal article - 2019)
- Probabilistic seismic performance assessment of an existing RC bridge with portal-frame piers designed for gravity loads only (Journal article - 2017)
- Risk assessment of a typical petrochemical plant with ageing effects subjected to seismic sequences (Journal article - 2024)
- Stress-strain behaviour of axially loaded FRP-confined natural and recycled aggregate concrete using design-oriented and machine learning approaches (Journal article - 2024)
- Innovative Steel Modular Housing System for Multiple Natural Hazard Mitigation Reference: (Journal article - 2024)
- Exploring innovative resilient and sustainable bio-materials for structural applications: Hemp-fibre concrete (Journal article - 2024)
2024
Building layout assessment on fire evacuation efficiency by integrating graph theory and virtual reality
Fu, R., Zhang, C., Wang, Y., Yue, Y., & Di Sarno, L. (2024). Building layout assessment on fire evacuation efficiency by integrating graph theory and virtual reality. Journal of Building Engineering, 98, 111498. doi:10.1016/j.jobe.2024.111498
Estimation of effective damping ratio for cast-in-place tunnel-form system and evaluation of its role in performance point prediction
Mohsenian, V., & Di-Sarno, L. (2024). Estimation of effective damping ratio for cast-in-place tunnel-form system and evaluation of its role in performance point prediction. Soil Dynamics and Earthquake Engineering, 187, 108989. doi:10.1016/j.soildyn.2024.108989
Investigation of the Influence of Relative Wall Area in Plan and the Role of Their Boundary Elements in the Seismic Behavior of Tunnel-Form Concrete System
Mohsenian, V., & Di-Sarno, L. (2024). Investigation of the Influence of Relative Wall Area in Plan and the Role of Their Boundary Elements in the Seismic Behavior of Tunnel-Form Concrete System. Journal of Building Engineering, 111609. doi:10.1016/j.jobe.2024.111609
Effect of organic corrosion inhibitors on the behaviour of repair mortars and reinforcement corrosion
Kobbekaduwa, D., Nanayakkara, O., Krevaikas, T., & Di Sarno, L. (2024). Effect of organic corrosion inhibitors on the behaviour of repair mortars and reinforcement corrosion. Construction and Building Materials, 451, 138787. doi:10.1016/j.conbuildmat.2024.138787
Triaxial mechanical behaviour and constitutive response of rubberised concrete materials
Zang, R., Xu, B., Lin, Z., Bompa, D. V., Tam, V. W. Y., Di Sarno, L., & Oluwadahunsi, S. (2024). Triaxial mechanical behaviour and constitutive response of rubberised concrete materials. Construction and Building Materials, 450, 138635. doi:10.1016/j.conbuildmat.2024.138635
Experimental and numerical analysis of L-shaped concrete-filled steel tube stub columns
Wu, L., Han, G., Di Sarno, L., Chen, X., & Sun, Y. (2024). Experimental and numerical analysis of L-shaped concrete-filled steel tube stub columns. Structures, 69, 107351. doi:10.1016/j.istruc.2024.107351
Feasibility study of utilizing Autoclaved Aerated Concrete (AAC) waste for the production of cold bonded lightweight artificial aggregate using high volume fly ash (HVFA) binders
Shrestha, A. R., Xia, J., Di Sarno, L., & Chen, C. S. (2024). Feasibility study of utilizing Autoclaved Aerated Concrete (AAC) waste for the production of cold bonded lightweight artificial aggregate using high volume fly ash (HVFA) binders. Construction and Building Materials, 449, 138414. doi:10.1016/j.conbuildmat.2024.138414
Stress-strain behaviour of axially loaded FRP-confined natural and recycled aggregate concrete using design-oriented and machine learning approaches
Dada, T. E., Gong, G., Xia, J., & Di Sarno, L. (2024). Stress-strain behaviour of axially loaded FRP-confined natural and recycled aggregate concrete using design-oriented and machine learning approaches. Journal of Building Engineering, 95, 110256. doi:10.1016/j.jobe.2024.110256
Exploring innovative resilient and sustainable bio-materials for structural applications: Hemp-fibre concrete
Di Sarno, L., Albuhairi, D., & Medeiros, J. M. P. (2024). Exploring innovative resilient and sustainable bio-materials for structural applications: Hemp-fibre concrete. Structures, 68, 107096. doi:10.1016/j.istruc.2024.107096
Innovative Steel Modular Housing System for Multiple Natural Hazard Mitigation Reference:
Di Sarno, L., & Forgione, R. (2024). Innovative Steel Modular Housing System for Multiple Natural Hazard MitigationReference:. International Journal of Disaster Risk Reduction. doi:10.1016/j.ijdrr.2024.104734
Reinforced Autoclaved Aerated Concrete: Structural Assessment and Retrofitting
Di Sarno, L., & Albuhairi, D. (n.d.). Reinforced Autoclaved Aerated Concrete: Structural Assessment and Retrofitting. Buildings, 14(8), 2570. doi:10.3390/buildings14082570
Shake‐table tests on steel moment‐resisting frames with detachable yielding zones
Landolfo, R., D'Aniello, M., Safaei, S., Tartaglia, R., Di Sarno, L., Le Maoult, A., & Rastiello, G. (2024). Shake‐table tests on steel moment‐resisting frames with detachable yielding zones. Earthquake Engineering & Structural Dynamics. doi:10.1002/eqe.4197
Risk assessment of a typical petrochemical plant with ageing effects subjected to seismic sequences
Di-Sarno, L., & Majidian, A. (2024). Risk assessment of a typical petrochemical plant with ageing effects subjected to seismic sequences. Engineering Structures, 310, 118110. doi:10.1016/j.engstruct.2024.118110
Strengthening and repair of deficient reinforced concrete columns using textile-reinforced mortar: State-of-the-art review
Kobbekaduwa, D., Nanayakkara, O., Di Sarno, L., & Krevaikas, T. (2024). Strengthening and repair of deficient reinforced concrete columns using textile-reinforced mortar: State-of-the-art review. Structures, 65, 106739. doi:10.1016/j.istruc.2024.106739
High-strength steel fibre-reinforced geopolymer concrete utilising recycled granite waste and rice husk ash
Hamcumpai, K., Nuaklong, P., Chindasiriphan, P., Jongvivatsakul, P., Tangaramvong, S., Di Sarno, L., & Likitlersuang, S. (2024). High-strength steel fibre-reinforced geopolymer concrete utilising recycled granite waste and rice husk ash. Construction and Building Materials, 433, 136693. doi:10.1016/j.conbuildmat.2024.136693
Cracking Methods for Testing of Self-Healing Concrete: An Experimental Approach
Medeiros, J. M. P., & Di Sarno, L. (2024). Cracking Methods for Testing of Self-Healing Concrete: An Experimental Approach. Buildings, 14(6), 1744. doi:10.3390/buildings14061744
Reinforced Autoclaved Aerated Concrete: Structural Assessment and Retrofitting
Decarbonizing prefabricated building waste: Scenario simulation of policies in China
Zhao, W., Hao, J. L., Gong, G., Ma, W., Zuo, J., & Di Sarno, L. (2024). Decarbonizing prefabricated building waste: Scenario simulation of policies in China. Journal of Cleaner Production, 142529. doi:10.1016/j.jclepro.2024.142529
Review of self-centering rocking systems for earthquake-resistant building structures: State of the art
Froozanfar, M., Moradi, S., Kianoush, R., Speicher, M. S., & Di Sarno, L. (2024). Review of self-centering rocking systems for earthquake-resistant building structures: State of the art. Journal of Building Engineering, 84, 108607. doi:10.1016/j.jobe.2024.108607
Decoding BIM Adoption: A Meta-Analysis of 10 Years of Research—Exploring the Influence of Sample Size, Economic Level, and National Culture
Wang, K., Guo, M., Di Sarno, L., & Sun, Y. (n.d.). Decoding BIM Adoption: A Meta-Analysis of 10 Years of Research—Exploring the Influence of Sample Size, Economic Level, and National Culture. Buildings, 14(4), 920. doi:10.3390/buildings14040920
A BIM and AIoT Integration Framework for Improving Energy Efficiency in Green Buildings
Qiang, G., Tang, S., Hao, J., & Sarno, L. D. (2024). A BIM and AIoT Integration Framework for Improving Energy Efficiency in Green Buildings. In Construction Research Congress 2024 (pp. 577-585). American Society of Civil Engineers. doi:10.1061/9780784485262.059
Numerical analysis of potential failure modes in shear walls of the tunnel form concrete system: Performance-based approach
Mohsenian, V., & Di-Sarno, L. (2024). Numerical analysis of potential failure modes in shear walls of the tunnel form concrete system: Performance-based approach. Engineering Structures, 303. doi:10.1016/j.engstruct.2024.117494
BIM, IoT, and Big Data Integration Framework in the Green Building Industry
Qiang, G., Tang, S., Hao, J., & Di Sarno, L. (2024). BIM, IoT, and Big Data Integration Framework in the Green Building Industry. In Lecture Notes in Civil Engineering (pp. 15-23). Springer Nature Singapore. doi:10.1007/978-981-99-7965-3_2
Biaxial seismic response of base-column connections in sub-standard steel buildings: dataset.
Stathas, N., Di Sarno, L., Wu, J., Freddi, F., D'Aniello, M., Bousias, S., . . . Papagiannis, L. (2024). Biaxial seismic response of base-column connections in sub-standard steel buildings: dataset.. Open research Europe, 4, 161. doi:10.12688/openreseurope.17563.1
Experimental Performance of Pendulum Base Isolators for Seismic Protection of Busts and Statues
Di Sarno, L., Berto, L., Castellano, M. G., Fragiadakis, M., Rocca, I., & Saetta, A. (2024). Experimental Performance of Pendulum Base Isolators for Seismic Protection of Busts and Statues. In Lecture Notes in Civil Engineering (pp. 214-228). Springer Nature Switzerland. doi:10.1007/978-3-031-66888-3_18
Exploring a High Strength Paste with Suitable Rheological Properties for Pervious Concrete
Li, J., Xia, J., Di Sarno, L., & Gong, G. (2024). Exploring a High Strength Paste with Suitable Rheological Properties for Pervious Concrete. In Lecture Notes in Civil Engineering (pp. 731-741). Springer Nature Singapore. doi:10.1007/978-981-99-7965-3_63
Global Warming Potential Comparison of Lime and Cement-Based Masonry Repair Mortars
Dickens, L. A., & Di Sarno, L. (2024). Global Warming Potential Comparison of Lime and Cement-Based Masonry Repair Mortars. In Lecture Notes in Civil Engineering (pp. 683-693). Springer Nature Singapore. doi:10.1007/978-981-99-7965-3_59
Investigation of the Compressive Behaviours of Waste-Containing FRP-Confined Concrete Columns
Dada, T. E., Guobin, G., Xia, J., & Di Sarno, L. (2024). Investigation of the Compressive Behaviours of Waste-Containing FRP-Confined Concrete Columns. In Lecture Notes in Civil Engineering (pp. 743-757). Springer Nature Singapore. doi:10.1007/978-981-99-7965-3_64
Low Carbon Self-healing Concrete—Mixture Analysis
Medeiros, J. M. P., & Di Sarno, L. (2024). Low Carbon Self-healing Concrete—Mixture Analysis. In Lecture Notes in Civil Engineering (pp. 759-768). Springer Nature Singapore. doi:10.1007/978-981-99-7965-3_65
Numerical Simulations of Exposed Column-Base Plate Connections in Existing Steel Frames
Di Sarno, L., Wu, J. -R., Freddi, F., & D’Aniello, M. (2024). Numerical Simulations of Exposed Column-Base Plate Connections in Existing Steel Frames. In Lecture Notes in Civil Engineering (pp. 937-946). Springer Nature Switzerland. doi:10.1007/978-3-031-62884-9_82
Properties of Self-compacting Concrete Incorporating Recycled Tyre Rubber Particles—A Review
Zang, R., Xu, B. W., Zhang, K. Y., & Di Sarno, L. (2024). Properties of Self-compacting Concrete Incorporating Recycled Tyre Rubber Particles—A Review. In Lecture Notes in Civil Engineering (pp. 695-703). Springer Nature Singapore. doi:10.1007/978-981-99-7965-3_60
Seismic Risk Assessment of an Existing Petrochemical Structure Retrofitted with Base Isolation System
Majidian, A., & Di Sarno, L. (2024). Seismic Risk Assessment of an Existing Petrochemical Structure Retrofitted with Base Isolation System. In Lecture Notes in Civil Engineering (pp. 634-642). Springer Nature Switzerland. doi:10.1007/978-3-031-66888-3_50
Vertical Component Effect of Ground Motion on the Seismic Performance of a Typical Petrochemical Plant
Di Sarno, L., & Majidian, A. (2024). Vertical Component Effect of Ground Motion on the Seismic Performance of a Typical Petrochemical Plant. In Lecture Notes in Civil Engineering (pp. 961-970). Springer Nature Switzerland. doi:10.1007/978-3-031-62888-7_84
2023
Fiber utilization in pervious concrete: Review on manufacture and properties
Li, J., Xia, J., Di Sarno, L., & Gong, G. (2023). Fiber utilization in pervious concrete: Review on manufacture and properties. CONSTRUCTION AND BUILDING MATERIALS, 406. doi:10.1016/j.conbuildmat.2023.133372
Seismic risk of typical ageing petrochemical steel structure in harsh atmospheric conditions
Di-Sarno, L., & Majidian, A. (2023). Seismic risk of typical ageing petrochemical steel structure in harsh atmospheric conditions. BULLETIN OF EARTHQUAKE ENGINEERING, 21(9), 4615-4641. doi:10.1007/s10518-023-01702-1
Drying behaviour of masonry using quantitative infrared thermography
Dickens, L., & Di Sarno, L. (n.d.). Drying behaviour of masonry using quantitative infrared thermography. In Drying behaviour of masonry using quantitative infrared thermography. ScienceOpen. doi:10.14293/icmb230026
Building automation systems for energy and comfort management in green buildings: A critical review and future directions
Qiang, G., Tang, S., Hao, J., Di Sarno, L., Wu, G., & Ren, S. (2023). Building automation systems for energy and comfort management in green buildings: A critical review and future directions. Renewable and Sustainable Energy Reviews, 179, 113301. doi:10.1016/j.rser.2023.113301
Enhancing pro-environmental behaviour of employees towards renovation waste for a circular economy: The role of external supervision and corporate environmental responsibility
Yu, S., Li Hao, J., Di Sarno, L., Ma, W., Guo, N., & Liu, Y. (2023). Enhancing pro-environmental behaviour of employees towards renovation waste for a circular economy: The role of external supervision and corporate environmental responsibility. SUSTAINABLE CHEMISTRY AND PHARMACY, 33. doi:10.1016/j.scp.2023.101103
Hydration and material properties of blended cement with ground desert sand
Liu, M., Liu, E., Li Hao, J., Di Sarno, L., & Xia, J. (2023). Hydration and material properties of blended cement with ground desert sand. CONSTRUCTION AND BUILDING MATERIALS, 389. doi:10.1016/j.conbuildmat.2023.131624
Seismic assessment of free‐standing artifacts: Full‐scale tests on large shake table
Berto, L., Di Sarno, L., Fragiadakis, M., Rocca, I., & Saetta, A. (2023). Seismic assessment of free‐standing artifacts: Full‐scale tests on large shake table. Earthquake Engineering & Structural Dynamics. doi:10.1002/eqe.3890
Numerical Simulation of the Performance of Self-Healing Concrete in Beam Elements
Alkhuzai, K., Di Sarno, L., Haredy, A., Alahmadi, R., & Albuhairi, D. (2023). Numerical Simulation of the Performance of Self-Healing Concrete in Beam Elements. BUILDINGS, 13(3). doi:10.3390/buildings13030809
Site amplification prediction model of shallow bedrock sites based on machine learning models
Lee, Y. -G., Kim, S. -J., Achmet, Z., Kwon, O. -S., Park, D., & Di Sarno, L. (2023). Site amplification prediction model of shallow bedrock sites based on machine learning models. Soil Dynamics and Earthquake Engineering, 166, 107772. doi:10.1016/j.soildyn.2023.107772
Evaluating carbon emissions of China's waste management strategies for building refurbishment projects: contributing to a circular economy
Ma, W., Hao, J. L., Zhang, C., Di Sarno, L., & Mannis, A. (2023). Evaluating carbon emissions of China's waste management strategies for building refurbishment projects: contributing to a circular economy. ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH, 30(4), 8657-8671. doi:10.1007/s11356-021-18188-6
Local stability of laser-welded stainless steel slender I-sections under combined loading
Ran, H., Chen, Z., Ma, Y., Di Sarno, L., & Sun, Y. (2023). Local stability of laser-welded stainless steel slender I-sections under combined loading. Journal of Constructional Steel Research, 200, 107649. doi:10.1016/j.jcsr.2022.107649
2022
Low Carbon Bacterial Self-Healing Concrete
Medeiros, J. M. P., & Di Sarno, L. (2022). Low Carbon Bacterial Self-Healing Concrete. BUILDINGS, 12(12). doi:10.3390/buildings12122226
A machine-learning method for deriving state-dependent fragility curves of existing steel moment frames with masonry infills
Di Sarno, L., & Jingren, W. (2022). A machine-learning method for deriving state-dependent fragility curves of existing steel moment frames with masonry infills. Engineering Structures. doi:10.1016/j.engstruct.2022.115345
Buckling Resistance of Axially Loaded Cold-Formed Steel Compound Sections: Numerical Simulation and Assessment of Codified Design Approach
Wu, J. -R., Di Sarno, L., Hesketh, S., & Phan, N. (2022). Buckling Resistance of Axially Loaded Cold-Formed Steel Compound Sections: Numerical Simulation and Assessment of Codified Design Approach. INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 22(6), 1695-1709. doi:10.1007/s13296-022-00641-y
Correlation between non-spectral and cumulative-based ground motion intensity measures and demands of structures under mainshock-aftershock seismic sequences considering the effects of incident angles
Amiri, S., Di Sarno, L., & Garakaninezhad, A. (2022). Correlation between non-spectral and cumulative-based ground motion intensity measures and demands of structures under mainshock-aftershock seismic sequences considering the effects of incident angles. Structures, 46, 1209-1223. doi:10.1016/j.istruc.2022.10.076
Modelling of masonry infills in existing steel moment-resisting frames: Nonlinear force-displacement relationship
Wu, J. -R., Di Sarno, L., Freddi, F., & D'Aniello, M. (2022). Modelling of masonry infills in existing steel moment-resisting frames: Nonlinear force-displacement relationship. Engineering Structures, 267, 114699. doi:10.1016/j.engstruct.2022.114699
Machine learning optimization strategy for the inelastic buckling modelling of un-corroded and corroded reinforcing plain bars
Pugliese, F., & Di Sarno, L. (2022). Machine learning optimization strategy for the inelastic buckling modelling of un-corroded and corroded reinforcing plain bars. In Unknown Conference (pp. 723-728). CRC Press. doi:10.1201/9781003348443-118
Machine learning optimization strategy for the inelastic buckling modelling of un-corroded and corroded reinforcing plain bars
Pugliese, F., & Di Sarno, L. (2022). Machine learning optimization strategy for the inelastic buckling modelling of un-corroded and corroded reinforcing plain bars. In Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems (pp. 251-252). CRC Press. doi:10.1201/9781003348450-118
Low-Carbon Self-Healing Concrete: State-of-the-Art, Challenges and Opportunities
Albuhairi, D., & Di Sarno, L. (n.d.). Low-Carbon Self-Healing Concrete: State-of-the-Art, Challenges and Opportunities. Buildings, 12(8), 1196. doi:10.3390/buildings12081196
Post-COVID-19 Development of Transnational Education in China: Challenges and Opportunities
Sun, Y., Li, N., Hao, J. L., Di Sarno, L., & Wang, L. (2022). Post-COVID-19 Development of Transnational Education in China: Challenges and Opportunities. EDUCATION SCIENCES, 12(6). doi:10.3390/educsci12060416
Seismic fragility curves for a concrete bridge using structural health monitoring and digital twins
Rojas-Mercedes, N., Erazo, K., & Di Sarno, L. (2022). Seismic fragility curves for a concrete bridge using structural health monitoring and digital twins. Earthquake and Structures, 22(5), 503-515. doi:10.12989/eas.2022.22.5.503
System Dynamics-Life Cycle Assessment Causal Loop Model for Evaluating the Carbon Emissions of Building Refurbishment Construction and Demolition Waste
Ma, W., Hao, J. L., Zhang, C., Guo, F., & Di Sarno, L. (2022). System Dynamics-Life Cycle Assessment Causal Loop Model for Evaluating the Carbon Emissions of Building Refurbishment Construction and Demolition Waste. WASTE AND BIOMASS VALORIZATION. doi:10.1007/s12649-022-01796-9
Numerical Modelling of Masonry Infill Walls in Existing Steel Frames Against Experimental Results
Di Sarno, L., Wu, J. -R., Freddi, F., Gutiérrez-Urzúa, F., D’Aniello, M., & Bousias, S. (2022). Numerical Modelling of Masonry Infill Walls in Existing Steel Frames Against Experimental Results. In Unknown Conference (pp. 491-498). Springer International Publishing. doi:10.1007/978-3-031-03811-2_51
In support of circular economy to evaluate the effects of policies of construction and demolition waste management in three key cities in Yangtze River Delta
Yu, S., Awasthi, A. K., Ma, W., Wen, M., Di Sarno, L., Wen, C., & Hao, J. L. (2022). In support of circular economy to evaluate the effects of policies of construction and demolition waste management in three key cities in Yangtze River Delta. Sustainable Chemistry and Pharmacy, 26, 100625. doi:10.1016/j.scp.2022.100625
Lessons for Remote Post-earthquake Reconnaissance from the 14 August 2021 Haiti Earthquake
Whitworth, M. R. Z., Giardina, G., Penney, C., Di Sarno, L., Adams, K., Kijewski-Correa, T., . . . Macabuag, J. (2022). Lessons for Remote Post-earthquake Reconnaissance from the 14 August 2021 Haiti Earthquake. FRONTIERS IN BUILT ENVIRONMENT, 8. doi:10.3389/fbuil.2022.873212
Remote Reconnaissance Mission to the 14th August 2021 Haiti Earthquake; remote sensing and building damage assessments 
Whitworth, M., Giardina, G., Penney, C., Di Sarno, L., Adams, K., Kijewski-Correa, T., . . . d Aktas, Y. (2022). Remote Reconnaissance Mission to the 14th August 2021 Haiti Earthquake; remote sensing and building damage assessments . doi:10.5194/egusphere-egu22-10192
Reliability assessment of existing RC bridges with spatially-variable pitting corrosion subjected to increasing traffic demand
Pugliese, F., De Risi, R., & Di Sarno, L. (2022). Reliability assessment of existing RC bridges with spatially-variable pitting corrosion subjected to increasing traffic demand. RELIABILITY ENGINEERING & SYSTEM SAFETY, 218. doi:10.1016/j.ress.2021.108137
Seismic risk assessment of supporting structures and process piping for accident prevention in chemical facilities
Karagiannakis, G., Di Sarno, L., Necci, A., & Krausmann, E. (2022). Seismic risk assessment of supporting structures and process piping for accident prevention in chemical facilities. INTERNATIONAL JOURNAL OF DISASTER RISK REDUCTION, 69. doi:10.1016/j.ijdrr.2021.102748
Probabilistic structural performance of RC frames with corroded smooth bars subjected to near- and far-field ground motions
Di Sarno, L., & Pugliese, F. (2022). Probabilistic structural performance of RC frames with corrodedsmooth bars subjected to near- and far-field ground motions. Journal of Building Engineering. doi:10.1016/j.jobe.2022.104008
Effects of organic corrosion inhibitors on the performance of repair mortars
Kobbekaduwa, D., Nanayakkara, O., Krevaikas, T., & Di Sarno, L. (2022). Effects of organic corrosion inhibitors on the performance of repair mortars. In 7th International Conference on Durability of Concrete Structures, ICDCS 2022.
Effects of organic corrosion inhibitors on the performance of repair mortars
Kobbekaduwa, D., Nanayakkara, O., Krevaikas, T., & Di Sarno, L. (2022). Effects of organic corrosion inhibitors on the performance of repair mortars. In 7th International Conference on Durability of Concrete Structure, ICDCS 2022.
Numerical Modelling of Masonry Infill Walls in Existing Steel Frames Against Experimental Results
Di Sarno, L., & Wu, J. (2022). Numerical Modelling of Masonry Infill Walls in Existing Steel Frames Against Experimental Results. In Proceedings of the 10th International Conference on Behaviour of Steel Structures in Seismic Areas STESSA 2022. Springer Nature.
Preliminary Results from Shake Table Tests of the FUTURE Mock-Up
D’Aniello, M., Tartaglia, R., Landolfo, R., Di Sarno, L., Le Maoult, A., & Rastiello, G. (2022). Preliminary Results from Shake Table Tests of the FUTURE Mock-Up. In Lecture Notes in Civil Engineering (pp. 526-534). Springer International Publishing. doi:10.1007/978-3-031-03811-2_55
2021
The Effect of Atmospheric Corrosion on Steel Structures: A State-of-the-Art and Case-Study
Di Sarno, L., Majidian, A., & Karagiannakis, G. (n.d.). The Effect of Atmospheric Corrosion on Steel Structures: A State-of-the-Art and Case-Study. Buildings, 11(12), 571. doi:10.3390/buildings11120571
Influence of seasonal soil temperature variation and global warming on the seismic response of frozen soils in permafrost regions
Park, J., Kwon, O., & Di Sarno, L. (n.d.). Influence of seasonal soil temperature variation and global warming on the seismic response of frozen soils in permafrost regions. Earthquake Engineering & Structural Dynamics. doi:10.1002/eqe.3536
On the aftershock polarity to assess residual displacement demands
Amiri, S., Di Sarno, L., & Garakaninezhad, A. (2021). On the aftershock polarity to assess residual displacement demands. Soil Dynamics and Earthquake Engineering, 150, 106932. doi:10.1016/j.soildyn.2021.106932
Assessment of existing steel frames: Numerical study, pseudo-dynamic testing and influence of masonry infills
Di Sarno, L., Freddi, F., D'Aniello, M., Kwon, O. -S., Wu, J. -R., Gutiérrez-Urzúa, F., . . . Strepelias, E. (2021). Assessment of existing steel frames: Numerical study, pseudo-dynamic testing and influence of masonry infills. Journal of Constructional Steel Research, 185, 106873. doi:10.1016/j.jcsr.2021.106873
Seismic performance-based assessment of a RC pipe rack accounting for dynamic interaction
Di Sarno, L., & Karagiannakis, G. (2021). Seismic performance-based assessment of a RC pipe rack accounting for dynamic interaction. Structures, 33, 4604-4615. doi:10.1016/j.istruc.2021.07.031
Critical Comparison of Assessment Codes for Steel Moment Resisting Frames
Gutiérrez‐Urzúa, F., Freddi, F., & Sarno, L. D. (2021). Critical Comparison of Assessment Codes for Steel Moment Resisting Frames. ce/papers, 4(2-4), 1006-1015. doi:10.1002/cepa.1390
Non-linear finite element optimization for inelastic buckling modelling of smooth rebars
Di Sarno, L., Pugliese, F., & De Risi, R. (2021). Non-linear finite element optimization for inelastic buckling modelling of smooth rebars. Engineering Structures, 240, 112378. doi:10.1016/j.engstruct.2021.112378
Advances in Assessment and Modeling of Earthquake Loss
Akkar, S., Ilki, A., Goksu, C., & Erdik, M. (Eds.) (2021). Advances in Assessment and Modeling of Earthquake Loss. doi:10.1007/978-3-030-68813-4
Comparative analysis of code-based approaches for seismic assessment of existing steel moment resisting frames
Gutierrez-Urzua, F., Freddi, F., & Di Sarno, L. (2021). Comparative analysis of code-based approaches for seismic assessment of existing steel moment resisting frames. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 181. doi:10.1016/j.jcsr.2021.106589
INNOVATIONS in earthquake risk reduction for resilience: RECENT advances and challenges
Freddi, F., Galasso, C., Cremen, G., Dall’Asta, A., Di Sarno, L., Giaralis, A., . . . Woo, G. (2021). INNOVATIONS in earthquake risk reduction for resilience: RECENT advances and challenges. International Journal of Disaster Risk Reduction, 102267. doi:10.1016/j.ijdrr.2021.102267
Effects of mainshock-aftershock sequences on fragility analysis of RC buildings with ageing
Di Sarno, L., & Pugliese, F. (2021). Effects of mainshock-aftershock sequences on fragility analysis of RC buildings with ageing. Engineering Structures, 232, 111837. doi:10.1016/j.engstruct.2020.111837
Fragility assessment of existing low-rise steel moment-resisting frames with masonry infills under mainshock-aftershock earthquake sequences
Di Sarno, L., & Wu, J. -R. (n.d.). Fragility assessment of existing low-rise steel moment-resisting frames with masonry infills under mainshock-aftershock earthquake sequences. Bulletin of Earthquake Engineering. doi:10.1007/s10518-021-01080-6
NUMERICAL MODELLING OF MASONRY INFILL WALLS IN EXISTING STEEL FRAMES
Di Sarno, L., Wu, J. -R., Freddi, F., D’Aniello, M., Bousias, S., Gutiérrez-Urzúa, F., . . . Stathas, N. (2021). NUMERICAL MODELLING OF MASONRY INFILL WALLS IN EXISTING STEEL FRAMES. In Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) (pp. 1519-1531). Institute of Structural Analysis and Antiseismic Research National Technical University of Athens. doi:10.7712/120121.8577.18872
PRELIMINARY NUMERICAL ANALYSIS OF THE SEISMIC RESPONSE OF STEEL FRAMES WITH MASONRY INFILLS RETROFITTED BY BUCKLING RESTRAINED BRACES
Gutiérrez-Urzúa, F., Freddi, F., Di Sarno, L., Wu, J. -R., D’Aniello, M., Landolfo, R., & Bousias, S. (2021). PRELIMINARY NUMERICAL ANALYSIS OF THE SEISMIC RESPONSE OF STEEL FRAMES WITH MASONRY INFILLS RETROFITTED BY BUCKLING RESTRAINED BRACES. In Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) (pp. 1506-1518). Institute of Structural Analysis and Antiseismic Research National Technical University of Athens. doi:10.7712/120121.8576.18714
SEISMIC RISK ASSESSMENT OF A PROCESS PLANT UNIT ACCOUNTING FOR DYNAMIC INTERACTION
Karagiannakis, G., & di Sarno, L. (2021). SEISMIC RISK ASSESSMENT OF A PROCESS PLANT UNIT ACCOUNTING FOR DYNAMIC INTERACTION. In Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) (pp. 4568-4581). Institute of Structural Analysis and Antiseismic Research National Technical University of Athens. doi:10.7712/120121.8808.18488
Seismic Fragility Relationships for Structures
Di-Sarno, L., & Elnashai, A. S. (2021). Seismic Fragility Relationships for Structures. In Springer Tracts in Civil Engineering (pp. 189-222). Springer International Publishing. doi:10.1007/978-3-030-68813-4_9
2020
Effects of incident angles of earthquake sequences on seismic demands of structures
Di Sarno, L., Amiri, S., & Garakaninezhad, A. (2020). Effects of incident angles of earthquake sequences on seismic demands of structures. STRUCTURES, 28, 1244-1251. doi:10.1016/j.istruc.2020.09.064
Seismic Assessment of Pipe Racks Accounting for Soil-Structure Interaction
Di Sarno, L., & Karagiannakis, G. (n.d.). Seismic Assessment of Pipe Racks Accounting for Soil-Structure Interaction. International Journal of Steel Structures. doi:10.1007/s13296-020-00393-7
COMPARATIVE STUDY OF CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT IN CHINA AND THE EUROPEAN UNION
Hao, J., Di Maria, F., Chen, Z., Yu, S., Yu, W., & Di Sarno, L. (2020). COMPARATIVE STUDY OF CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT IN CHINA AND THE EUROPEAN UNION. DETRITUS, 13, 114-121. doi:10.31025/2611-4135/2020.14029
RESPONSE ANALYSIS OF EXISTING RC BUILDINGS WITH CORRODED REBARS UNDER EARTHQUAKE SEQUENCES
Pugliese, F., & Di Sarno, L. (2020). RESPONSE ANALYSIS OF EXISTING RC BUILDINGS WITH CORRODED REBARS UNDER EARTHQUAKE SEQUENCES. In http://www.17wcee.jp/program.php#a_proceedings Vol. 2c. Japan.
Seismic risk of critical facilities in the Dominican Republic: case study of school buildings
Rojas-Mercedes, N. J., Di Sarno, L., Simonelli, A. L., & Penna, A. (2020). Seismic risk of critical facilities in the Dominican Republic: case study of school buildings. Soft Computing, 24, 13579-13595. doi:10.1007/s00500-019-04361-0
Numerical evaluation of the seismic performance of existing reinforced concrete buildings with corroded smooth rebars
Di Sarno, L., & Pugliese, F. (2020). Numerical evaluation of the seismic performance of existing reinforced concrete buildings with corroded smooth rebars. BULLETIN OF EARTHQUAKE ENGINEERING, 18(9), 4227-4273. doi:10.1007/s10518-020-00854-8
Seismic fragility of existing RC buildings with corroded bars under earthquake sequences
Di Sarno, L., & Pugliese, F. (2020). Seismic fragility of existing RC buildings with corroded bars under earthquake sequences. Soil Dynamics and Earthquake Engineering, 134, 106169. doi:10.1016/j.soildyn.2020.106169
Seismic assessment of existing steel frames with masonry infills
Di Sarno, L., & Wu, J. -R. (2020). Seismic assessment of existing steel frames with masonry infills. Journal of Constructional Steel Research, 169, 106040. doi:10.1016/j.jcsr.2020.106040
On the seismic fragility of pipe rack-piping systems considering soil-structure interaction
Di Sarno, L., & Karagiannakis, G. (2020). On the seismic fragility of pipe rack-piping systems considering soil-structure interaction. BULLETIN OF EARTHQUAKE ENGINEERING, 18(6), 2723-2757. doi:10.1007/s10518-020-00797-0
Optimal intensity measures for the structural assessment of buried steel natural gas pipelines due to seismically-induced axial compression at geotechnical discontinuities
Tsinidis, G., Di Sarno, L., Sextos, A., & Furtner, P. (2020). Optimal intensity measures for the structural assessment of buried steel natural gas pipelines due to seismically-induced axial compression at geotechnical discontinuities. Soil Dynamics and Earthquake Engineering, 131, 106030. doi:10.1016/j.soildyn.2019.106030
Petrochemical Steel Pipe Rack: Critical Assessment of Existing Design Code Provisions and a Case Study
Di Sarno, L., & Karagiannakis, G. (n.d.). Petrochemical Steel Pipe Rack: Critical Assessment of Existing Design Code Provisions and a Case Study. International Journal of Steel Structures. doi:10.1007/s13296-019-00280-w
Seismic fragility of buried steel natural gas pipelines due to axial compression at geotechnical discontinuities
Tsinidis, G., Di Sarno, L., Sextos, A., & Furtner, P. (2020). Seismic fragility of buried steel natural gas pipelines due to axial compression at geotechnical discontinuities. Bulletin of Earthquake Engineering, 18(3), 837-906. doi:10.1007/s10518-019-00736-8
DYNAMIC RESPONSE OF EXISTING STEEL FRAMES WITH MASONRY INFILLS UNDER MULTIPLE EARTHQUAKES
Di Sarno, L., Wu, J. -R., Gutiérrez-Urzúa, F., Freddi, F., D’Aniello, M., Kwon, O. -S., . . . Dol§ek, M. (2020). DYNAMIC RESPONSE OF EXISTING STEEL FRAMES WITH MASONRY INFILLS UNDER MULTIPLE EARTHQUAKES. In Proceedings of the XI International Conference on Structural Dynamics (pp. 3671-3685). EASD. doi:10.47964/1120.9301.19738
On the numerical simulation of the response of gas pipelines under compression
Tsinidis, G., Sarno, L. D., Sextos, A., Psyrras, N., & Furtner, P. (2020). On the numerical simulation of the response of gas pipelines under compression. In Proceedings of the 9th International Conference on Advances in Steel Structures, ICASS 2018. doi:10.18057/ICASS2018.201
STATE-OF-THE-ART REVIEW OF MACHINE LEARNING APPLICATIONS TO GEOTECHNICAL EARTHQUAKE ENGINEERING PROBLEMS
Achmet, Z., & Di Sarno, L. (2020). STATE-OF-THE-ART REVIEW OF MACHINE LEARNING APPLICATIONS TO GEOTECHNICAL EARTHQUAKE ENGINEERING PROBLEMS. In Proceedings of the XI International Conference on Structural Dynamics (pp. 3424-3437). EASD. doi:10.47964/1120.9281.18886
2019
A critical review on the vulnerability assessment of natural gas pipelines subjected to seismic wave propagation. Part 2: Pipe analysis aspects
Tsinidis, G., Di Sarno, L., Sextos, A., & Furtner, P. (2019). A critical review on the vulnerability assessment of natural gas pipelines subjected to seismic wave propagation. Part 2: Pipe analysis aspects. Tunnelling and Underground Space Technology, 92. doi:10.1016/j.tust.2019.103056
Performance of the healthcare facilities during the 2016–2017 Central Italy seismic sequence
Santarsiero, G., Di Sarno, L., Giovinazzi, S., Masi, A., Cosenza, E., & Biondi, S. (n.d.). Performance of the healthcare facilities during the 2016–2017 Central Italy seismic sequence. Bulletin of Earthquake Engineering. doi:10.1007/s10518-018-0330-z
Period elongation of deteriorating structures under mainshock-aftershock sequences
Di Sarno, L., & Amiri, S. (2019). Period elongation of deteriorating structures under mainshock-aftershock sequences. Engineering Structures, 196. doi:10.1016/j.engstruct.2019.109341
Investigation of efficient self-powered sensors for vibrations in building floors
Di Sarno, L., Dada, T. E., Mannis, A., Fazzolari, F. A., & Paoletti, P. (2020). Investigation of efficient self-powered sensors for vibrations in building floors. In SUSTAINABLE BUILDINGS AND STRUCTURES: BUILDING A SUSTAINABLE TOMORROW (pp. 105-111). Retrieved from https://www.webofscience.com/
Numerical evaluation of reinforced concrete frames with corroded steel reinforcement under seismic loading: A case study
Pugliese, F., Di Sarno, L., & Mannis, A. (2019). Numerical evaluation of reinforced concrete frames with corroded steel reinforcement under seismic loading: A case study. In Sustainable Buildings and Structures: Building a Sustainable Tomorrow (pp. 112-120). CRC Press. doi:10.1201/9781003000716-14
CRITICAL REVIEW OF MODELS FOR THE ASSESSMENT OF THE DEGRADATION OF REINFORCED CONCRETE STRUCTURES EXPOSED TO CORROSION
Pugliese, F., & Di Sarno, L. (2019). CRITICAL REVIEW OF MODELS FOR THE ASSESSMENT OF THE DEGRADATION OF REINFORCED CONCRETE STRUCTURES EXPOSED TO CORROSION. In https://www.seced.org.uk/index.php/proceedings/category/48-session-9-seismic-design-and-analysis-general. Greenwich.
Intercontinental Hybrid Simulation for the Assessment of a Three-Span R/C Highway Overpass
Bousias, S., Sextos, A., Kwon, O. -S., Taskari, O., Elnashai, A., Evangeliou, N., & Di Sarno, L. (2019). Intercontinental Hybrid Simulation for the Assessment of a Three-Span R/C Highway Overpass. JOURNAL OF EARTHQUAKE ENGINEERING, 23(7), 1194-1215. doi:10.1080/13632469.2017.1351406
Seismic Performance of Corroded Reinforced Concrete Structures
Pugliese, F., & Di Sarno, L. (2019). Seismic Performance of Corroded Reinforced Concrete Structures. In http://convegno.anidis.it/index.php/anidis/2019. Acoli, Italy.
Investigation of the Seismic Risk of Industrial Pipe Rack - Piping Systems Accounting for Soil-Structure Interaction
Karagiannakis, G., & Di Sarno, L. (2019). INVESTIGATION OF THE SEISMIC RISK OF INDUSTRIAL PIPE RACK - PIPING SYSTEMS ACCOUNTING FOR SOIL-STRUCTURE INTERACTION. In PROCEEDINGS OF THE ASME PRESSURE VESSELS AND PIPING CONFERENCE, 2019, VOL 5. Retrieved from https://www.webofscience.com/
A critical review on the vulnerability assessment of natural gas pipelines subjected to seismic wave propagation. Part 1: Fragility relations and implemented seismic intensity measures
Tsinidis, G., Di Sarno, L., Sextos, A., & Furtner, P. (2019). A critical review on the vulnerability assessment of natural gas pipelines subjected to seismic wave propagation. Part 1: Fragility relations and implemented seismic intensity measures. Tunnelling and Underground Space Technology, 86, 279-296. doi:10.1016/j.tust.2019.01.025
A numerical methodology for the fragility assessment of buried steel pipelines subjected to axial compression strains induced by seismic wave propagation
Tsinidis, G., Di Sarno, L., Sextos, A., & Furtner, P. (2019). A numerical methodology for the fragility assessment of buried steel pipelines subjected to axial compression strains induced by seismic wave propagation. In Proceedings of the International Conference on Natural Hazards and Infrastructure.
ASSESSMENT OF EXISTING STEEL FRAMES WITH INFILLS UNDER MULTIPLE EARTHQUAKES
Di Sarno, L., Wu, J. -R., D'Aniello, M., Costanzo, S., Landolfo, R., Kwon, O. -S., & Freddi, F. (2019). ASSESSMENT OF EXISTING STEEL FRAMES WITH INFILLS UNDER MULTIPLE EARTHQUAKES. In Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) (pp. 5813-5824). Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece. doi:10.7712/120119.7347.19837
Behaviour of steel moment resisting frames under near fault earthquakes: The “FuTure” project
D'Aniello, M., Di Sarno, L., Fiorino, L., Tartaglia, R., Costanzo, S., Landolfo, R., . . . Rastiello, G. (2019). BEHAVIOUR OF STEEL MOMENT RESISTING FRAMES UNDER NEAR FAULT EARTHQUAKES: THE “FUTURE” PROJECT. In Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) (pp. 56-63). Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece. doi:10.7712/120119.6903.19601
Experimental assessment of the seismic performance of hospital cabinets using shake table testing
Di Sarno, L., Magliulo, G., D'Angela, D., & Cosenza, E. (n.d.). Experimental assessment of the seismic performance of hospital cabinets using shake table testing. Earthquake Engineering and Structural Dynamics, 48(1), 103-123. doi:10.1002/eqe.3127
Seismic fragility assessment of LNG pipe rack accounting for soil-structure interaction
Di Sarno, L., & Karagiannakis, G. (2019). SEISMIC FRAGILITY ASSESSMENT OF LNG PIPE RACK ACCOUNTING FOR SOIL-STRUCTURE-INTERACTION. In Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) (pp. 5357-5374). Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece. doi:10.7712/120119.7310.18747
The seismic response of natural gas pipelines buried in discontinuous permafrost under vertically propagating shear waves: Parametric analysis
Pohoryles, D. A., Di Sarno, L., Kwon, O. -S., Ercolino, M., & Sextos, A. (2019). THE SEISMIC RESPONSE OF NATURAL GAS PIPELINES BURIED IN DISCONTINUOUS PERMAFROST UNDER VERTICALLY PROPAGATING SHEAR WAVES: PARAMETRIC ANALYSIS. In Proceedings of the 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) (pp. 4281-4299). Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece. doi:10.7712/120119.7227.19304
2018
Local site effects and incremental damage of buildings during the 2016 Central Italy earthquake sequence
Sextos, A., De Risi, R., Pagliaroli, A., Foti, S., Passeri, F., Ausilio, E., . . . Zimmaro, P. (2018). Local Site Effects and Incremental Damage of Buildings during the 2016 Central Italy Earthquake Sequence. Earthquake Spectra, 34(4), 1639-1669. doi:10.1193/100317eqs194m
Seismic performance of bridges during the 2016 Central Italy earthquakes
Di Sarno, L., da Porto, F., Guerrini, G., Calvi, P. M., Camata, G., & Prota, A. (2018). Seismic performance of bridges during the 2016 Central Italy earthquakes. Bulletin of Earthquake Engineering. doi:10.1007/s10518-018-0419-4
Shaking table tests for the experimental verification of the effectiveness of an automated modal parameter monitoring system for existing bridges in seismic areas
Rainieri, C., Gargaro, D., Fabbrocino, G., Maddaloni, G., Di Sarno, L., Prota, A., & Manfredi, G. (2018). Shaking table tests for the experimental verification of the effectiveness of an automated modal parameter monitoring system for existing bridges in seismic areas. STRUCTURAL CONTROL & HEALTH MONITORING, 25(7). doi:10.1002/stc.2165
Damage to roadway infrastructure from 2016 central Italy earthquake sequence
Durante, M. G., Di Sarno, L., Zimmaro, P., & Stewart, J. P. (2018). Damage to Roadway Infrastructure from 2016 Central Italy Earthquake Sequence. EARTHQUAKE SPECTRA, 34(4), 1721-1737. doi:10.1193/101317EQS205M
Reconnaissance of 2016 central Italy earthquake sequence
Stewart, J. P., Zimmaro, P., Lanzo, G., Mazzoni, S., Ausilio, E., Aversa, S., . . . Tropeano, G. (2018). Reconnaissance of 2016 Central Italy Earthquake Sequence. EARTHQUAKE SPECTRA, 34(4), 1547-1555. doi:10.1193/080317EQS151M
Seismic Performance Assessment of Existing Steel Buildings: A Case Study
di Sarno, L., Paolacci, F., & Sextos, A. G. (n.d.). Seismic Performance Assessment of Existing Steel Buildings: A Case Study. Key Engineering Materials, 763, 1067-1076. doi:10.4028/www.scientific.net/kem.763.1067
Soil-Pile-Structure Interaction Evidences from Scaled 1-g model
Durante, M. G., Di Sarno, L., Mylonakis, G., Taylor, C. A., & Simonelli, A. L. (2018). Soil-Pile-Structure Interaction Evidences from Scaled 1-g model. In SOIL DYNAMICS AND SOIL-STRUCTURE INTERACTION FOR RESILIENT INFRASTRUCTURE (pp. 93-102). doi:10.1007/978-3-319-63543-9_9
2017
Probabilistic seismic performance assessment of an existing RC bridge with portal-frame piers designed for gravity loads only
De Risi, R., Di Sarno, L., & Paolacci, F. (2017). Probabilistic seismic performance assessment of an existing RC bridge with portal-frame piers designed for gravity loads only. ENGINEERING STRUCTURES, 145, 348-367. doi:10.1016/j.engstruct.2017.04.053
Experimental response of an existing RC bridge with smooth bars and preliminary numerical simulations
Di Sarno, L., Del Vecchio, C., Maddaloni, G., & Prota, A. (2017). Experimental response of an existing RC bridge with smooth bars and preliminary numerical simulations. Engineering Structures, 136, 355-368. doi:10.1016/j.engstruct.2017.01.052
Numerical modelling and fragility assessment of typical freestanding building contents
Petrone, C., Di Sarno, L., Magliulo, G., & Cosenza, E. (2017). Numerical modelling and fragility assessment of typical freestanding building contents. BULLETIN OF EARTHQUAKE ENGINEERING, 15(4), 1609-1633. doi:10.1007/s10518-016-0034-1
EXPERIMENTAL VALIDATION OF THE EFFECTIVENESS OF AUTOMATED OMA FOR STRUCTURAL HEALTH MONITORING OF EXISTING BRIDGES IN SEISMIC AREAS
Rainieri, C., Gargaro, D., Di Sarno, L., Fabbrocino, G., Maddaloni, G., Prota, A., & Manfredi, G. (2017). EXPERIMENTAL VALIDATION OF THE EFFECTIVENESS OF AUTOMATED OMA FOR STRUCTURAL HEALTH MONITORING OF EXISTING BRIDGES IN SEISMIC AREAS. In 7TH IOMAC: INTERNATIONAL OPERATIONAL MODAL ANALYSIS CONFERENCE (pp. 84-87). Retrieved from https://www.webofscience.com/
Experimental Seismic Assessment of the Effectiveness of Isolation Techniques for the Seismic Protection of Existing RC Bridges
Di Sarno, L., & Paolacci, F. (2017). Experimental Seismic Assessment of the Effectiveness of Isolation Techniques for the Seismic Protection of Existing RC Bridges. In Lecture Notes in Civil Engineering (pp. 89-114). Springer International Publishing. doi:10.1007/978-3-319-56136-3_6
NUMERICAL SIMULATION OF SOIL-STRUCTURE INTERACTION: A PARAMETRIC STUDY
Durante, M. G., Di Sarno, L., & Simonelli, A. L. (2017). NUMERICAL SIMULATION OF SOIL-STRUCTURE INTERACTION: A PARAMETRIC STUDY. In Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) (pp. 3568-3577). Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece. doi:10.7712/120117.5666.18467
SEISMIC FRAGILITY OF FREESTANDING BUILDINGS CONTENTS MODELLED AS RIGID BLOCKS
Di Sarno, L., Petrone, C., Magliulo, G., & Cosenza, E. (2017). SEISMIC FRAGILITY OF FREESTANDING BUILDINGS CONTENTS MODELLED AS RIGID BLOCKS. In Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) (pp. 2926-2936). Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece. doi:10.7712/120117.5617.17865
Structural Health Monitoring of Existing Bridges in Earthquake Prone Areas: Laboratory Validation
RAINIERI, C., GARGARO, D., FABBROCINO, G., DI SARNO, L., MADDALONI, G., PROTA, A., & MANFREDI, G. (2017, September 12). Structural Health Monitoring of Existing Bridges in Earthquake Prone Areas: Laboratory Validation. In Structural Health Monitoring 2017. DEStech Publications, Inc.. doi:10.12783/shm2017/14138
2016
The protection of artistic assets through the base isolation of historical buildings: a novel uplifting technology
Lignola, G. P., Di Sarno, L., Di Ludovico, M., & Prota, A. (2016). The protection of artistic assets through the base isolation of historical buildings: a novel uplifting technology. MATERIALS AND STRUCTURES, 49(10), 4247-4263. doi:10.1617/s11527-015-0785-1
Earthquake early warning scenarios at critical facilities in the Eastern Caribbean
Zuccolo, E., Gibbs, T., Lai, C. G., Latchman, J. L., Salazar, W., Di Sarno, L., . . . Workman, A. (2016). Earthquake early warning scenarios at critical facilities in the Eastern Caribbean. BULLETIN OF EARTHQUAKE ENGINEERING, 14(9), 2579-2605. doi:10.1007/s10518-016-9878-7
Soil-pile-structure interaction: experimental outcomes from shaking table tests
Durante, M. G., Di Sarno, L., Mylonakis, G., Taylor, C. A., & Simonelli, A. L. (2016). Soil-pile-structure interaction: experimental outcomes from shaking table tests. Earthquake Engineering and Structural Dynamics, 45(7), 1041-1061. doi:10.1002/eqe.2694
Damage Detection of a Bridge Model After Simulated Ground Motion
Rainieri, C., Gargaro, D., Fabbrocino, G., Di Sarno, L., & Prota, A. (2016). Damage Detection of a Bridge Model After Simulated Ground Motion. In DYNAMICS OF CIVIL STRUCTURES, VOL 2 (pp. 195-203). doi:10.1007/978-3-319-29751-4_20
2015
Experimental Seismic Performance Assessment of Hospital Building Contents
Di Sarno, L., Petrone, C., Magliulo, G., & Manfredi, G. (2015). Experimental Seismic Performance Assessment of Hospital Building Contents. In IMPROVING THE SEISMIC PERFORMANCE OF EXISTING BUILDINGS AND OTHER STRUCTURES 2015 (pp. 575-584). Retrieved from https://www.webofscience.com/
Hybrid simulation of a multi-span RC viaduct with plain bars and sliding bearings
Abbiati, G., Bursi, O. S., Caperan, P., Di Sarno, L., Molina, F. J., Paolacci, F., & Pegon, P. (2015). Hybrid simulation of a multi-span RC viaduct with plain bars and sliding bearings. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 44(13), 2221-2240. doi:10.1002/eqe.2580
Dynamic properties of typical consultation room medical components
Di Sarno, L., Petrone, C., Magliulo, G., & Manfredi, G. (2015). Dynamic properties of typical consultation room medical components. ENGINEERING STRUCTURES, 100, 442-454. doi:10.1016/j.engstruct.2015.06.036
Characterisation of shear wave velocity profiles of non-uniform bi-layer soil deposits: Analytical evaluation and experimental validation
Durante, M. G., Karamitros, D., Di Sarno, L., Sica, S., Taylor, C. A., Mylonakis, G., & Simonelli, A. L. (2015). Characterisation of shear wave velocity profiles of non-uniform bi-layer soil deposits: Analytical evaluation and experimental validation. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 75, 44-54. doi:10.1016/j.soildyn.2015.03.010
Accuracy of nonlinear static procedures for the seismic assessment of shear critical structures
Del Vecchio, C., Kwon, O. -S., Di Sarno, L., & Prota, A. (2015). Accuracy of nonlinear static procedures for the seismic assessment of shear critical structures. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 44(10), 1581-1600. doi:10.1002/eqe.2540
Assessment of the Seismic Behaviour of a Retrofitted Old R.C. Highway Bridge Through PsD Testing
Paolacci, F., Di Sarno, L., Pegon, P., Molina, F. J., Poljansek, M., Bursi, O. S., . . . Mohamad, A. M. Z. (2015). Assessment of the Seismic Behaviour of a Retrofitted Old R.C. Highway Bridge Through PsD Testing. Springer International Publishing. doi:10.1007/978-3-319-10136-1_14
NUMERICAL SEISMIC ASSESSMENT OF AN EXISTING BRIDGE WITH DIFFERENT SUPPORT CONFIGURATIONS
Del Vecchio, C., Caruso, M. C., Di Sarno, L., Kwon, O. -S., & Prota, A. (2015). NUMERICAL SEISMIC ASSESSMENT OF AN EXISTING BRIDGE WITH DIFFERENT SUPPORT CONFIGURATIONS. In Proceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) (pp. 1024-1039). Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece. doi:10.7712/120115.3448.970
Refined and Simplified Numerical Models of an Isolated Old Highway Bridge for PsD Testing
Paolacci, F., Di Sarno, L., De Risi, R., Abbiati, G., Mohamad, A. M. Z., Malena, M., & Corritore, D. (2015). Refined and Simplified Numerical Models of an Isolated Old Highway Bridge for PsD Testing. Springer International Publishing. doi:10.1007/978-3-319-10136-1_13
SEISMIC FRAGILITY ASSESSMENT OF MEDICAL COMPONENTS
Di Sarno, L., Gustuti, F., Magliulo, G., & Petrone, C. (2015). SEISMIC FRAGILITY ASSESSMENT OF MEDICAL COMPONENTS. In Proceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) (pp. 628-638). Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece. doi:10.7712/120115.3418.1174
SOIL-PILE-STRUCTURE-INTERACTION: EXPERIMENTAL RESULTS AND NUMERICAL SIMULATIONS
Durante, M. G., Di Sarno, L., Taylor, C. A., Mylonakis, G., & Simonelli, A. L. (2015). SOIL-PILE-STRUCTURE-INTERACTION: EXPERIMENTAL RESULTS AND NUMERICAL SIMULATIONS. In Proceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015) (pp. 4339-4349). Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece. doi:10.7712/120115.3699.2830
Shake table tests for the seismic fragility evaluation of hospital rooms
Cosenza, E., Di Sarno, L., Maddaloni, G., Magliulo, G., Petrone, C., & Prota, A. (2015). Shake table tests for the seismic fragility evaluation of hospital rooms. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 44(1), 23-40. doi:10.1002/eqe.2456
2014
Probabilistic assessment of seismic behaviour of an existing RC building retrofitted with BRBs
Di Sarno, L., Chiodi, R., Manfredi, G., & Prota, A. (2014). Probabilistic assessment of seismic behaviour of an existing RC building retrofitted with BRBs. In Unknown Conference (pp. 4129-4136). CRC Press. doi:10.1201/b16387-599
An intercontinental hybrid simulation experiment for the purpose of seismic assessment of a three-span R/C bridge
Sextos, A., Bousias, S., Taskari, O., Evangeliou, N., Kwon, O. S., Elnashai, A., . . . Palios, X. (2014). An intercontinental hybrid simulation experiment for the purpose of seismic assessment of a three-span R/C bridge. In NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering. doi:10.4231/D3JD4PQ1X
Discussion on "Effects of multiple earthquakes on inelastic structural response" Reply
Di Sarno, L. (2014). Discussion on "Effects of multiple earthquakes on inelastic structural response" Reply. ENGINEERING STRUCTURES, 58, 112-113. doi:10.1016/j.engstruct.2013.08.029
Experimental Assessment of Seismic Pile-Soil Interaction
Simonelli, A. L., Di Sarno, L., Durante, M. G., Sica, S., Bhattacharya, S., Dietz, M. S., . . . Mylonakis, G. (2014). Experimental Assessment of Seismic Pile-Soil Interaction. In Geotechnical, Geological and Earthquake Engineering (pp. 455-475). Springer International Publishing. doi:10.1007/978-3-319-00458-7_26
Experimental measurements of geotechnical systems in 1-g tests
Durante, M. G., Sarno, L. D., Sica, S., Mylonakis, G., Taylor, C. A., & Simonelli, A. L. (2014). Experimental measurements of geotechnical systems in 1-g tests. In 20th IMEKO TC4 Symposium on Measurements of Electrical Quantities: Research on Electrical and Electronic Measurement for the Economic Upturn, Together with 18th TC4 International Workshop on ADC and DCA Modeling and Testing, IWADC 2014 (pp. 64-68).
Theoretical and experimental study on the contents of hospital buildings
Cosenza, E., Di Sarno, L., Maddaloni, G., Magliulo, G., Manfredi, G., Petrone, C., & Prota, A. (2014). Theoretical and experimental study on the contents of hospital buildings. In NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering. doi:10.4231/D30G3GZ9S
2013
Approximate Method for Transverse Response Analysis of Partially Isolated Bridges
Della Corte, G., De Risi, R., & Di Sarno, L. (2013). Approximate Method for Transverse Response Analysis of Partially Isolated Bridges. JOURNAL OF BRIDGE ENGINEERING, 18(11), 1121-1130. doi:10.1061/(ASCE)BE.1943-5592.0000473
Effects of multiple earthquakes on inelastic structural response
Di Sarno, L. (2013). Effects of multiple earthquakes on inelastic structural response. ENGINEERING STRUCTURES, 56, 673-681. doi:10.1016/j.engstruct.2013.05.041
Field evidence and numerical investigation of the M<sub>w</sub>=7.1 October 23 Van, Tabanli and the M<sub>w</sub>>5.7 November earthquakes of 2011
Di Sarno, L., Yenidogan, C., & Erdik, M. (2013). Field evidence and numerical investigation of the M<sub>w</sub>=7.1 October 23 Van, Tabanli and the M<sub>w</sub>>5.7 November earthquakes of 2011. BULLETIN OF EARTHQUAKE ENGINEERING, 11(1), 313-346. doi:10.1007/s10518-012-9417-0
Base isolation of railway bridges
Di Sarno, L. (2013). Base isolation of railway bridges. International Journal of Mechanics, 7(3), 302-309.
SEISMIC PILE-SOIL INTERACTION: EXPERIMENTAL RESULTS VS. NUMERICAL SIMULATIONS
Durante, M. -G., di Sarno, L., Sica, S., Mylonakis, G., Taylor, C., & Simonelli, A. (2014). SEISMIC PILE-SOIL INTERACTION: EXPERIMENTAL RESULTS VS. NUMERICAL SIMULATIONS. In Proceedings of the 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2013) (pp. 1218-1229). Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece. doi:10.7712/120113.4588.c1621
SEISMIC RESPONSE ANALYSIS OF EXISTING NON-DUCTILE BUILDINGS RETROTIFFED WITH BRBS
di Sarno, L., Chiodi, R., & Manfredi, G. (2014). SEISMIC RESPONSE ANALYSIS OF EXISTING NON-DUCTILE BUILDINGS RETROTIFFED WITH BRBS. In Proceedings of the 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2013) (pp. 244-256). Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece. doi:10.7712/120113.4522.c1462
VALIDATION OF NUMERICAL MODELS FOR RC COLUMNS SUBJECTED TO CYCLIC LOAD
del Vecchio, C., di Sarno, L., Kwon, O. -S., & Prota, A. (2014). VALIDATION OF NUMERICAL MODELS FOR RC COLUMNS SUBJECTED TO CYCLIC LOAD. In Proceedings of the 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2013) (pp. 1958-1974). Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece. doi:10.7712/120113.4642.c1678
2012
A Safety Index for Hospital Buildings
Antonietta, A., Marisa, P., Di, S. L., Daniele, P., & Fernando, R. (2012). A Safety Index for Hospital Buildings. DISASTER ADVANCES, 5(4), 270-277. Retrieved from https://www.webofscience.com/
Experimental tests on full-scale RC unretrofitted frame and retrofitted with buckling-restrained braces
Di Sarno, L., & Manfredi, G. (2012). Experimental tests on full-scale RC unretrofitted frame and retrofitted with buckling-restrained braces. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 41(2), 315-333. doi:10.1002/eqe.1131
Seismic response of steel columns in MRFs under multi-axial earthquake components
Di Sarno, L. (2012). Seismic response of steel columns in MRFs under multi-axial earthquake components. In STESSA 2012: PROCEEDINGS OF THE 7TH INTERNATIONAL CONFERENCE ON BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS (pp. 875-880). Retrieved from https://www.webofscience.com/
2011
Seismic response analysis of an irregular base isolated building
Di Sarno, L., Chioccarelli, E., & Cosenza, E. (2011). Seismic response analysis of an irregular base isolated building. BULLETIN OF EARTHQUAKE ENGINEERING, 9(5), 1673-1702. doi:10.1007/s10518-011-9267-1
Assessment of RC columns subjected to horizontal and vertical ground motions recorded during the 2009 L'Aquila (Italy) earthquake
Di Sarno, L., Elnashai, A. S., & Manfredi, G. (2011). Assessment of RC columns subjected to horizontal and vertical ground motions recorded during the 2009 L'Aquila (Italy) earthquake. ENGINEERING STRUCTURES, 33(5), 1514-1535. doi:10.1016/j.engstruct.2011.01.023
2010
Ductile response of composite steel and concrete frames
Di Sarno, L. (2010). Ductile response of composite steel and concrete frames. In Proceedings of SDSS' Rio 2010: International Colloquium Stability and Ductility of Steel Structures Vol. 2 (pp. 831-838).
Seismic retrofitting with buckling restrained braces: Application to an existing non-ductile RC framed building
Di Sarno, L., & Manfredi, G. (2010). Seismic retrofitting with buckling restrained braces: Application to an existing non-ductile RC framed building. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 30(11), 1279-1297. doi:10.1016/j.soildyn.2010.06.001
Inelastic Response of Composite Steel and Concrete Framed Multi-Storey Buildings
L., D. (2010). Inelastic Response of Composite Steel and Concrete Framed Multi-Storey Buildings. In Steel & Composite Structures (pp. 701-706). Research Publishing Services. doi:10.3850/978-981-08-6218-3_bus-th008
Response analysis of base isolated railway bridges
Del Principe, B., Di Sarno, L., Evangelista, L., & Cosenza, E. (2010). Response analysis of base isolated railway bridges. In Advances and Trends in Structural Engineering, Mechanics and Computation - Proceedings of the 4th International Conference on Structural Engineering, Mechanics and Computation, SEMC 2010 (pp. 209-212).
2009
Seismic Retrofitting of Existing RC Frames with Buckling Restrained Braces
Di Sarno, L., & Manfredi, G. (2009). Seismic Retrofitting of Existing RC Frames with Buckling Restrained Braces. In Improving the Seismic Performance of Existing Buildings and Other Structures (pp. 741-752). American Society of Civil Engineers. doi:10.1061/41084(364)68
Seismic assessment of a RC school building retrofitted with innovative braces
Di Sarno, L., & Manfredi, G. (2009). Seismic assessment of a RC school building retrofitted with innovative braces. In Concrete Repair, Rehabilitation and Retrofitting II - Proceedings of the 2nd International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR (pp. 1149-1155).
Structural performance of steel buildings with semi-rigid connections
Di Sarno, L., Barry, J. W., & Elnashai, A. S. (2009). Structural performance of steel buildings with semi-rigid connections. In ICASS '09/IJSSD - Proceedings of Sixth International Conference on Advances in Steel Structures and Progress in Structural Stability and Dynamics (pp. 883-890).
Bracing systems for seismic retrofitting of steel frames
Di Sarno, L., & Elnashai, A. S. (2009). Bracing systems for seismic retrofitting of steel frames. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 65(2), 452-465. doi:10.1016/j.jcsr.2008.02.013
Design approach for the seismic strengthening of an existing RC building with buckling restrained braces
Di Sarno, L., & Manfredi, G. (2009). Design approach for the seismic strengthening of an existing RC building with buckling restrained braces. In STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS (pp. 841-+). Retrieved from https://www.webofscience.com/
Experimental tests on full scale RC frames retrofitted with buckling restrained braces
Di Sarno, L., & Manfredi, G. (2009). Experimental tests on full scale RC frames retrofitted with buckling restrained braces. In STESSA 2009 - BEHAVIOUR OF STEEL STRUCTURES IN SEISMIC AREAS (pp. 567-+). Retrieved from https://www.webofscience.com/
Seismic assessment of a RC school building retrofitted with innovative braces
Di Sarno, L., & Manfredi, G. (2009). Seismic assessment of a RC school building retrofitted with innovative braces. In CONCRETE REPAIR, REHABILITATION AND RETROFITTING II (pp. 409-410). Retrieved from https://www.webofscience.com/
2008
Fundamentals of Earthquake Engineering
Elnashai, A. S., & Di Sarno, L. (2008). Fundamentals of Earthquake Engineering. Wiley. doi:10.1002/9780470024867
Seismic response of stainless steel braced frames
Di Sarno, L., Elnashai, A. S., & Nethercot, D. A. (2008). Seismic response of stainless steel braced frames. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 64(7-8), 914-925. doi:10.1016/j.jcsr.2008.01.027
2007
Performance-based assessment of steel and concrete composite frames
Di Sarno, L., & Pecce, M. R. (2007). Performance-based assessment of steel and concrete composite frames. In 5th International Conference on Advances in Steel Structures, ICASS 2007 Vol. 3 (pp. 436-441).
Inelastic response of composite steel and concrete base column connections
Di Sarno, L., Pecce, M. R., & Fabbrocino, G. (2007). Inelastic response of composite steel and concrete base column connections. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 63(6), 819-832. doi:10.1016/j.jcsr.2006.08.007
fib Bulletin 39. Seismic bridge design and retrofit – structural solutions
Calvi, G. M., Kawashima, K., Billings, I., Elnashai, A., Nuti, C., Pecker, A., . . . Vanzi, I. (2007). fib Bulletin 39. Seismic bridge design and retrofit – structural solutions. fib. The International Federation for Structural Concrete. doi:10.35789/fib.bull.0039
2006
Bracing systems for seismic retrofitting of steel frames
Di Sarno, L. (2006). Bracing systems for seismic retrofitting of steel frames. In STESSA 2006 (pp. 821-826). Retrieved from https://www.webofscience.com/
From San Francisco to Naples: JR Freeman and Pioneering work in earthquake engineering
DiSarno, L., Elnashai, A. S., & Carter, M. (2006). From San Francisco to Naples: JR Freeman and Pioneering work in earthquake engineering. In 8th US National Conference on Earthquake Engineering 2006 Vol. 5 (pp. 2932-2941).
High rise steel buildings under wind loads
Di Sarno, L., & Wyatt, T. A. (2006). High rise steel buildings under wind loads. In Proceedings of the 11th International Conference on Metal Structures, ICMS-2006 - Progress in Steel, Composite and Aluminium Structures (pp. 362-363).
Inelastic response of composite base column connections
Pecce, M. R., Di Sarno, L., & Fabbrocino, G. (2006). Inelastic response of composite base column connections. In STESSA 2006 (pp. 333-338). Retrieved from https://www.webofscience.com/
Seismic design of composite steel and concrete base column connections
Di Sarno, L., & Pecce, M. R. (2006). Seismic design of composite steel and concrete base column connections. In Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2006 (pp. 977-983).
Seismic performance assessment of steel moment resisting frames
Di Sarno, L. (2006). Seismic performance assessment of steel moment resisting frames. In Proceedings of the 11th International Conference on Metal Structures, ICMS-2006 - Progress in Steel, Composite and Aluminium Structures (pp. 262-263).
Structural performance of composite steel and concrete base column connections
Di Sarno, L., Fabbrocino, G., & Pecce, M. R. (2006). Structural performance of composite steel and concrete base column connections. In 8th US National Conference on Earthquake Engineering 2006 Vol. 13 (pp. 7724-7733).
Structural performance of composite base column connections
Di Sarno, L., Fabbrocino, G., & Pecce, M. R. (2006). Structural performance of composite base column connections. Advanced Steel Construction, 2(2), 172-184.
New light on an ancient illumination: the Pharos of Alexandria
Elnashai, A. S., Di Sarno, L., & Carter, M. D. (2006). New light on an ancient illumination: the Pharos of Alexandria. INTERNATIONAL JOURNAL OF NONLINEAR SCIENCES AND NUMERICAL SIMULATION, 7(2), 137-148. doi:10.1515/IJNSNS.2006.7.2.137
Seismic response of stainless steel braced frames
Di Sarno, L., Elnashai, A. S., & Nethercot, D. A. (2006). Seismic response of stainless steel braced frames. In Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2006 Vol. 2006-January.
Seismic retrofitting of framed structures with stainless steel
Di Sarno, L., Elnashai, A. S., & Nethercot, D. A. (2006). Seismic retrofitting of framed structures with stainless steel. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 62(1-2), 93-104. doi:10.1016/j.jcsr.2005.05.007
2005
Innovative strategies for seismic retrofitting of steel and composite structures
Di Sarno, L., & Elnashai, A. S. (2005). Innovative strategies for seismic retrofitting of steel and composite structures. PROGRESS IN STRUCTURAL ENGINEERING AND MATERIALS, 7(3), 115-135. doi:10.1002/pse.195
Dealing With Earthquakes: Lisbon And Other Historical Lessons
Di Sarno, L., & Carter, M. D. (2005). Dealing With Earthquakes: Lisbon And Other Historical Lessons. In IABSE Symposium, Lisbon 2005: Structures and Extreme Events (pp. 91-98). International Association for Bridge and Structural Engineering (IABSE). doi:10.2749/222137805796271332
Seismic response and design of stainless steel frames
DISARNO, L., ELNASHAI, A., & NETHERCOT, D. (2005). Seismic response and design of stainless steel frames. In Fourth International Conference on Advances in Steel Structures (pp. 1253-1258). Elsevier. doi:10.1016/b978-008044637-0/50186-4
Traditional versus innovative composite base column connections
G, F., PECCE, M., & SARNO, L. (2005). Traditional versus innovative composite base column connections. In Fourth International Conference on Advances in Steel Structures (pp. 793-798). Elsevier. doi:10.1016/b978-008044637-0/50116-5
2004
Earthquake Engineering: From Engineering Seismology to Performance-Based Engineering, Edited by Y. Bozorgnia and V. V. Bertero, 2004, ICC-CRC Press, Boca Raton, Florida, USA, Hardcover, 1152 pages, Cost $190 US.
ELNASHAI, A. M. R., & SARNO, L. D. (2004). Earthquake Engineering: From Engineering Seismology to Performance-Based Engineering, Edited by Y. Bozorgnia and V. V. Bertero, 2004, ICC-CRC Press, Boca Raton, Florida, USA, Hardcover, 1152 pages, Cost $190 US.. Journal of Earthquake Engineering, 8(6), 963-964. doi:10.1080/13632460409350517
Seismic performance of retrofitted steel moment resisting frames
Di Sarno, L., & Elnashai, A. S. (2004). Seismic performance of retrofitted steel moment resisting frames. In HIGH PERFORMANCE STRUCTURES AND MATERIALS II (pp. 643-652). Retrieved from https://www.webofscience.com/
Seismic behaviour of perimeter and spatial steel frames
Mele, E., Di Sarno, L., & De Luca, A. (2004). Seismic behaviour of perimeter and spatial steel frames. JOURNAL OF EARTHQUAKE ENGINEERING, 8(3), 457-496. doi:10.1142/S1363246904001365
2003
Special metals for seismic retrofitting of steel buildings
Sarno, L. D., & Elnashai, A. S. (2003). Special metals for seismic retrofitting of steel buildings. Progress in Structural Engineering and Materials, 5(2), 60-76. doi:10.1002/pse.143
Seismic performance assessment of stainless steel frames
Di Sarno, L., Elnashai, A. S., & Nethercot, D. A. (2003). Seismic performance assessment of stainless steel frames. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 59(10), 1289-1319. doi:10.1016/S0143-974X(03)00067-1