Publications
Selected publications
- Spiral Strand Cables Subjected to High Velocity Fragment Impact (Journal article - 2017)
2021
The influence of normal curing temperature on the compressive strength development and flexural tensile behaviour of UHPFRC with vipulanandan model quantification
Jones, S. (2021). The influence of normal curing temperature on the compressive strength development and flexural tensile behaviour of UHPFRC with vipulanandan model quantification. Structures. doi:10.1016/j.istruc.2021.01.063
Compressive behaviour of soft contact lenses and its effect on refractive power on the eye and handling off the eye
Shihab, A. H., Eliasy, A., Lopes, B. T., Wu, R., White, L., Jones, S., . . . Abass, A. (2021). Compressive behaviour of soft contact lenses and its effect on refractive power on the eye and handling off the eye. PLOS ONE, 16(2). doi:10.1371/journal.pone.0247194
2020
Fibre Distribution Characterization of Ultra-High Performance Fibre-Reinforced Concrete (UHPFRC) Plates Using Magnetic Probes
Li, L., Xia, J., Chin, C., & Jones, S. (2020). Fibre Distribution Characterization of Ultra-High Performance Fibre-Reinforced Concrete (UHPFRC) Plates Using Magnetic Probes. MATERIALS, 13(22). doi:10.3390/ma13225064
Which feature influences on-eye power change of soft toric contact lenses: Design or corneal shape?
Doll, T., Moore, J., Shihab, A. H., Lopes, B. T., Eliasy, A., Maklad, O., . . . Abass, A. (2020). Which feature influences on-eye power change of soft toric contact lenses: Design or corneal shape?. PLOS ONE, 15(11). doi:10.1371/journal.pone.0242243
Structural performance of optimised spirally deformed steel fibre
Hajsadeghi, M., Chin, C. S., & Jones, S. W. (2020). Structural performance of optimised spirally deformed steel fibre. ENGINEERING STRUCTURES, 219. doi:10.1016/j.engstruct.2020.110863
The business value of BIM for asset owners: a cross-case analysis
Munir, M., Kiviniemi, A., Jones, S. W., & Finnegan, S. (2020). The business value of BIM for asset owners: a cross-case analysis. JOURNAL OF FACILITIES MANAGEMENT, 18(5), 469-486. doi:10.1108/JFM-06-2020-0037
BIM business value for asset owners: key issues and challenges
Munir, M., Kiviniemi, A., Jones, S., & Finnegan, S. (2021). BIM business value for asset owners: key issues and challenges. INTERNATIONAL JOURNAL OF BUILDING PATHOLOGY AND ADAPTATION, 39(1), 135-151. doi:10.1108/IJBPA-10-2019-0090
HOLISTICALLY ASSESSING COLLABORATIVE CULTURE IN THE AEC INDUSTRY
Sujan, S. F., Jones, S. W., Kiviniemi, A., Wheatcroft, J. M., & Mwiya, B. (2020). HOLISTICALLY ASSESSING COLLABORATIVE CULTURE IN THE AEC INDUSTRY. JOURNAL OF INFORMATION TECHNOLOGY IN CONSTRUCTION, 25, 272-286. doi:10.36680/j.itcon.2020.016
BIM-based operational information requirements for asset owners
Munir, M., Kiviniemi, A., Jones, S., & Finnegan, S. (2020). BIM-based operational information requirements for asset owners. Architectural Engineering and Design Management, 1-15. doi:10.1080/17452007.2019.1706439
Inflation Experiments and Inverse Finite Element Modelling of Posterior Human Sclera
Geraghty, B., Abass, A. M. F. F., Eliasy, A., Jones, S., Rama, P., Kassem, W., . . . Elsheikh, A. (2020). Inflation Experiments and Inverse Finite Element Modelling of Posterior Human Sclera. Journal of Biomechanics, 98. doi:10.1016/j.jbiomech.2019.109438
2019
Effect of basalt fibre addition to cementitious mortar at ambient and elevated temperatures
Revanna, N., Moy, C. K. S., Krevaikas, T. D., Chin, C. S., & Jones, S. (2020). Effect of basalt fibre addition to cementitious mortar at ambient and elevated temperatures. In SUSTAINABLE BUILDINGS AND STRUCTURES: BUILDING A SUSTAINABLE TOMORROW (pp. 96-101). Retrieved from https://www.webofscience.com/
BIM business value for asset owners through effective asset information management
Munir, M., Kiviniemi, A., Finnegan, S., & Jones, S. W. (2020). BIM business value for asset owners through effective asset information management. FACILITIES, 38(3/4), 181-200. doi:10.1108/F-03-2019-0036
A Multi-Level Model of Collaboration – Lessons Learnt from Social Scientific Interpretive Research
Sujan, S. F., Wheatcroft, J., Jones, S., Kiviniemi, A., & Mannis, A. (2019). A Multi-Level Model of Collaboration – Lessons Learnt from Social Scientific Interpretive Research. In Advances in ICT in Design, Construction and Management in Architecture, Engineering, Construction and Operations (AECO): Proceedings of the 36th CIB W78 2019 Conference Vol. 36. Northumbria University at Newcastle, United Kingdom.
BIM business value generation theory: a grounded theory approach
Munir, M., Kiviniemi, A., Jones, S., & Finnegan, S. (2019). BIM business value generation theory: a grounded theory approach. Journal of Information Technology in Construction, 24, 406-423. Retrieved from https://www.itcon.org/paper/2019/21
Artefact-free topography based scleral-asymmetry
Abass, A., Teixeira Lopes, B., Eliasy, A., Salomao, M., Wu, R., White, L., . . . Elsheikh, A. (2019). Artefact-free topography based scleral-asymmetry. PLoS One, 14(7). doi:10.1371/journal.pone.0219789
Business value of integrated BIM-based asset management
Munir, M., Kiviniemi, A., & Jones, S. W. (2019). Business value of integrated BIM-based asset management. ENGINEERING CONSTRUCTION AND ARCHITECTURAL MANAGEMENT, 26(6), 1171-1191. doi:10.1108/ECAM-03-2018-0105
Non-Orthogonal Refractive Lenses for Non-Orthogonal Astigmatic Eyes
Abass, A., Lopes, B. T., Jones, S., White, L., Clamp, J., & Elsheikh, A. (2019). Non-Orthogonal Refractive Lenses for Non-Orthogonal Astigmatic Eyes. CURRENT EYE RESEARCH, 44(7), 781-789. doi:10.1080/02713683.2019.1589523
Common biases in client involved decision-making in the AEC industry
Sujan, S. F., Kiviniemi, A., Jones, S. W., Wheathcroft, J. M., & Hjelseth, E. (2019). Common biases in client involved decision-making in the AEC industry. FRONTIERS OF ENGINEERING MANAGEMENT, 6(2), 221-238. doi:10.1007/s42524-019-0026-3
Simulated optical performance of soft contact lenses on the eye
Abass, A., Stuart, S., Lopes, B. T., Zhou, D., Geraghty, B., Wu, R., . . . Elsheikh, A. (2019). Simulated optical performance of soft contact lenses on the eye. PLOS ONE, 14(5). doi:10.1371/journal.pone.0216484
Risk Information Management for Bridges by Integrating Risk Breakdown Structure into 3D/4D BIM
Zou, Y., Kiviniemi, A., Jones, S. W., & Walsh, J. (2019). Risk Information Management for Bridges by Integrating Risk Breakdown Structure into 3D/4D BIM. KSCE JOURNAL OF CIVIL ENGINEERING, 23(2), 467-480. doi:10.1007/s12205-018-1924-3
2018
Editorial
Jones, S. (2018). Editorial. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 171(4), 235-236. doi:10.1680/jbren.2018.171.4.235
Three-dimensional non-parametric method for limbus detection
Abass, A. M. F. F., Lopes, B., Eliasy, A., Wu, R., Jones, S., Clamp, J., . . . Elsheikh, A. (2018). Three-dimensional non-parametric method for limbus detection. PLoS One, 13(11). doi:10.1371/journal.pone.0207710
Experimental and numerical study on lateral impact response of concrete filled steel tube columns with end plate connections
Al-Rifaie, A., Jones, S. W., Wang, Q. Y., & Guan, Z. W. (2018). Experimental and numerical study on lateral impact response of concrete filled steel tube columns with end plate connections. INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 121, 20-34. doi:10.1016/j.ijimpeng.2018.07.003
Development of a generic three-dimensional finite element fibre pullout model
Hajsadeghi, M., Chin, C. S., & Jones, S. W. (2018). Development of a generic three-dimensional finite element fibre pullout model. CONSTRUCTION AND BUILDING MATERIALS, 185, 354-368. doi:10.1016/j.conbuildmat.2018.07.069
Building Information Modelling (BIM) value realisation framework for asset owners
Munir, M., Kiviniemi, A., & Jones, S. (2018). Building Information Modelling (BIM) value realisation framework for asset owners. In EWORK AND EBUSINESS IN ARCHITECTURE, ENGINEERING AND CONSTRUCTION (pp. 313-320). Retrieved from https://www.webofscience.com/
Holistic methodology to understand the complexity of collaboration in the construction process
Sujan, S. F., Kiviniemi, A., Jones, S. W., Wheatcroft, J. M., Hjelseth, E., Mwiya, B., . . . Haavisto, A. (2018). Holistic methodology to understand the complexity of collaboration in the construction process. In EWORK AND EBUSINESS IN ARCHITECTURE, ENGINEERING AND CONSTRUCTION (pp. 127-134). Retrieved from https://www.webofscience.com/
2017
Lateral impact response of end-plate beam-column connections
A-Rifaie, A., Guan, Z. W., Jones, S. W., & Wang, Q. (2017). Lateral impact response of end-plate beam-column connections. ENGINEERING STRUCTURES, 151, 221-234. doi:10.1016/j.engstruct.2017.08.026
Spiral Strand Cables Subjected to High Velocity Fragment Impact
Judge, R., Yang, Z., Jones, S., Beattie, G., & Horsfall, I. (2017). Spiral Strand Cables Subjected to High Velocity Fragment Impact. International Journal of Impact Engineering, 107, 58-79. doi:10.1016/j.ijimpeng.2017.04.026
A review of risk management through BIM and BIM-related technologies
Zou, Y., Kiviniemi, A., & Jones, S. (2017). A review of risk management through BIM and BIM-related technologies. Safety Science, 97, 88-98. doi:10.1016/j.ssci.2015.12.027
Retrieving similar cases for construction project risk management using Natural Language Processing techniques
Zou, Y., Kiviniemi, A., & Jones, S. W. (2017). Retrieving similar cases for construction project risk management using Natural Language Processing techniques. AUTOMATION IN CONSTRUCTION, 80, 66-76. doi:10.1016/j.autcon.2017.04.003
Comparative Study of the use of Man-Made and Natural Fibre Reinforced Concrete for Ground Floor Slab Applications
Nepal, B., Chin, C. S., & Jones, S. W. (2017). Comparative Study of the use of Man-Made and Natural Fibre Reinforced Concrete for Ground Floor Slab Applications. International Journal of Structural and Civil Engineering Research, 182-185. doi:10.18178/ijscer.6.3.182-185
Numerical based performance of UK industry standard simple and/or semi-rigid steel connections subjected to rapid rotations
Kidd, M., Judge, R., & Jones, S. W. (2017). Numerical based performance of UK industry standard simple and/or semi-rigid steel connections subjected to rapid rotations. In Procedia Engineering Vol. 173 (pp. 375-382). Elsevier. doi:10.1016/j.proeng.2016.12.033
2016
Current UK trends in the use of simple and/or semi-rigid steel connections
Kidd, M., Judge, R., & Jones, S. W. (2016). Current UK trends in the use of simple and/or semi-rigid steel connections. Case Studies in Structural Engineering, 6, 63-75. doi:10.1016/j.csse.2016.05.004
Ex vivo testing of intact eye globes under inflation conditions to determine regional variation of mechanical stiffness
Whitford, C., Joda, A., Jones, S., Bao, F., Rama, P., & Elsheikh, A. (2016). Ex vivo testing of intact eye globes under inflation conditions to determine regional variation of mechanical stiffness. EYE AND VISION, 3. doi:10.1186/s40662-016-0052-8
Developing a Tailored RBS Linking to BIM for Risk Management of Bridge Projects
Zou, Y., Kiviniemi, A., & Jones, S. W. (2016). Developing a Tailored RBS Linking to BIM for Risk Management of Bridge Projects. Engineering, Construction and Architectural Management, 23(6), 727-750. doi:10.1108/ECAM-01-2016-0009
Development of New Shapes of Steel Fibre Using Finite Element Simulation
Jones, S. W. (2016). Development of New Shapes of Steel Fibre Using Finite Element Simulation. In . Proceedings of 9th Rilem International Symposium on Fiber Reinforced Concrete. - Vancouver, BC, Canada.
Lateral impact response of the concrete filled steel tube columns with and without CFRP strengthening
Shakir, A. S., Guan, Z. W., & Jones, S. W. (2016). Lateral impact response of the concrete filled steel tube columns with and without CFRP strengthening. ENGINEERING STRUCTURES, 116, 148-162. doi:10.1016/j.engstruct.2016.02.047
A comparative review of systemic innovation in the construction and film industries
Sujan, S. F., Aksenova, G., Kiviniemi, A., & Jones, S. W. (2016). A comparative review of systemic innovation in the construction and film industries. In EWORK AND EBUSINESS IN ARCHITECTURE, ENGINEERING AND CONSTRUCTION (pp. 89-96). Retrieved from https://www.webofscience.com/
Macrocell Corrosion Formation in Concrete Patch Repairs - A Laboratory Study
Eldho, C. A., Nanayakkara, O., Xia, J., & Jones, S. W. (n.d.). Macrocell Corrosion Formation in Concrete Patch Repairs - A Laboratory Study. In Key Engineering Materials Vol. 711 (pp. 68-75). Trans Tech Publications, Ltd.. doi:10.4028/www.scientific.net/kem.711.68
Performance of Concrete Patch Repairs: From a Durability Point of View
Eldho, C. A., Jones, S., Nanayakkara, O., & Xia, J. (2016). Performance of Concrete Patch Repairs: From a Durability Point of View. In Proceedings of the 5th International Conference on the Durability of Concrete Structures. Purdue University Press. doi:10.5703/1288284316112
2015
Editorial
Jones, S. (2015). Editorial. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-BRIDGE ENGINEERING, 168(4), 273-274. doi:10.1680/jbren.168.4.273
BIM and Knowledge Based Risk Management System: A Conceptual Model
Zou, Y., Jones, S., & Kiviniemi, A. (2015). BIM and Knowledge Based Risk Management System: A Conceptual Model. In CITA BIM Gathering 2015. Dublin.
A new test method for investigating punching shear strength in Ultra High Performance Fibre Reinforced Concrete (UHPFRC) slabs
Hassan, A. M. T., Mahmud, G. H., Jones, S., & Whitford, C. (2015). A new test method for investigating punching shear strength in Ultra High Performance Fibre Reinforced Concrete (UHPFRC) slabs. Composite Structures, 131, 832-841. doi:10.1016/j.compstruct.2015.06.044
BIM-based Risk Management: Challenges and Opportunities
Zou, Y., Kiviniemi, A., & Jones, S. (2015). BIM-based Risk Management: Challenges and Opportunities. In CIB W78 Conference 2015. Eindhoven, The Netherlands.
A review on Agricultural Fibre Reinforced Concrete
Nepal, B., Chin, C. S., & Jones, S. (2016). A review on Agricultural Fibre Reinforced Concrete. In SUSTAINABLE BUILDINGS AND STRUCTURES (pp. 125-130). Retrieved from https://www.webofscience.com/
Uncertainty of Closely-Spaced Modes in Bayesian Modal Identification
Zhu, Y. C., Au, I., & Jones, S. (2015). Uncertainty of Closely-Spaced Modes in Bayesian Modal Identification. In Engineering Mechanics Institute 2015 Conference. Stanford University, CA.
Identification uncertainty of close modes in Operational modal analysis
Zhu, Y. C., Au, S. K., & Jones, S. (2015). Identification uncertainty of close modes in Operational modal analysis. In 12th International Conference on Applications of Statistics and Probability in Civil Engineering, ICASP 2015.
2014
A sustainable design metric for the assessment of the construction of prefabricated housing
Sutton, R., Short, T., & Jones, S. (2014). A sustainable design metric for the assessment of the construction of prefabricated housing. In ISDRS 2014 (pp. 7). Trondheim: ISDRS.
2013
Experimental and numerical studies of size effects of Ultra High Performance Steel Fibre Reinforced Concrete (UHPFRC) beams
Mahmud, G. H., Yang, Z., & Hassan, A. M. T. (2013). Experimental and numerical studies of size effects of Ultra High Performance Steel Fibre Reinforced Concrete (UHPFRC) beams. Construction and Building Materials, 48, 1027-1034. doi:10.1016/j.conbuildmat.2013.07.061
Correction Factors for Goldmann Tonometry
Elsheikh, A., Gunvant, P., Jones, S. W., Pye, D., & Garway-Heath, D. (2013). Correction Factors for Goldmann Tonometry. JOURNAL OF GLAUCOMA, 22(2), 156-163. doi:10.1097/IJG.0b013e3182312010
Correction factors for Goldmann Tonometry
Elsheikh, A., Gunvant, P., Jones, S. W., Pye, D., & Garway-Heath, D. F. (2013). Correction factors for Goldmann Tonometry. Journal of Glaucoma, 22(2). doi:10.1097/IJG.0b013e3182312010
2012
Experimental test methods to determine the uniaxial tensile and compressive behaviour of ultra high performance fibre reinforced concrete (UHPFRC)
Hassan, A. M. T., Jones, S. W., & Mahmud, G. H. (2012). Experimental test methods to determine the uniaxial tensile and compressive behaviour of ultra high performance fibre reinforced concrete (UHPFRC). CONSTRUCTION AND BUILDING MATERIALS, 37, 874-882. doi:10.1016/j.conbuildmat.2012.04.030
Full 3D finite element modelling of spiral strand cables
Judge, R., Yang, Z., Jones, S. W., & Beattie, G. (2012). Full 3D finite element modelling of spiral strand cables. CONSTRUCTION AND BUILDING MATERIALS, 35, 452-459. doi:10.1016/j.conbuildmat.2011.12.073
Non-destructive testing of ultra high performance fibre reinforced concrete (UHPFRC): A feasibility study for using ultrasonic and resonant frequency testing techniques
Hassan, A. M. T., & Jones, S. W. (2012). Non-destructive testing of ultra high performance fibre reinforced concrete (UHPFRC): A feasibility study for using ultrasonic and resonant frequency testing techniques. CONSTRUCTION AND BUILDING MATERIALS, 35, 361-367. doi:10.1016/j.conbuildmat.2012.04.047
Age-related variations in the biomechanical properties of human sclera
Geraghty, B., Jones, S. W., Rama, P., Akhtar, R., & Elsheikh, A. (2012). Age-related variations in the biomechanical properties of human sclera. JOURNAL OF THE MECHANICAL BEHAVIOR OF BIOMEDICAL MATERIALS, 16, 181-191. doi:10.1016/j.jmbbm.2012.10.011
Experimental test methods to determine the uniaxial tensile and compressive behaviour of ultra high performance fibre reinforced concrete (UHPFRC)
Hassan, A. M. T., Jones, S. W., & Mahmud, G. H. (2012). Experimental test methods to determine the uniaxial tensile and compressive behaviour of ultra high performance fibre reinforced concrete (UHPFRC). Journal of Construction and Building Materials. doi:10.1016/j.conbuildmat.2012.04.03
2011
Strain-rate sensitivity of porcine and ovine corneas
Elsheikh, A., Kassem, W., & Jones, S. W. (2011). Strain-rate sensitivity of porcine and ovine corneas. ACTA OF BIOENGINEERING AND BIOMECHANICS, 13(2), 25-36. Retrieved from https://www.webofscience.com/
Numerical simulation of spiral-strand cables subjected to high velocity fragment impact
Judge, R., Yang, Z., Jones, S., & Beattie, G. (2011). Numerical simulation of spiral-strand cables subjected to high velocity fragment impact. In 8th European LS-DYNA Users Conference (pp. 5). Strasbourg: Unknown.
Strain-rate Sensitivity of Porcine and Ovine Corneas
Elsheikh, A., Kassem, W., & Jones, S. W. (2011). Strain-rate Sensitivity of Porcine and Ovine Corneas. Acta of Bioengineering and Biomechanics, 13(2), 25-36.
2010
Fragment Impact Modelling of Spiral-strand Cables
Judge, R., Yang, Z., Jones, S., & Beattie, G. (2010). Fragment Impact Modelling of Spiral-strand Cables. In Q. M. Li, H. Hao, & D. Yankelevesky (Eds.), First International Conference of Protective Structures (pp. 8). Manchester.
High velocity fragment impacts simulation on solid steel bars using the modified Johnson-Cook model
Judge, R., Yang, Z., Jones, S., & Beattie, G. (2010). High velocity fragment impacts simulation on solid steel bars using the modified Johnson-Cook model. In 18th UK Conference on Computational Mechanics (ACME UK) (pp. 7). Southampton: Unknown.
2009
Development of civil engineering design skills through active learning
Millard, S. G., & Jones, S. W. (2009). Development of civil engineering design skills through active learning. In 5th International CDIO conference 2009 (pp. 13). Singapore: CDIO.
2008
Manchester Metrolink Finback Bridge
Jones, S. W., & Wrigley, R. G. (2008). Manchester Metrolink Finback Bridge. Journal of Prestressed Concrete, Japan, 50(6).
The Metrolink Finback Bridge, Manchester
Jones, S. W., & Wrigley, R. G. (2008). The Metrolink Finback Bridge, Manchester. In The International FIB Symposium 2008 (pp. 857-862). Amsterdam: FIB.
The Metrolink Finback Bridge, Manchester
Jones, S. W., & Wrigley, R. G. (2008). The Metrolink Finback Bridge, Manchester. In TAILOR MADE CONCRETE STRUCTURES: NEW SOLUTIONS FOR OUR SOCIETY (pp. 184). Retrieved from https://www.webofscience.com/
2007
Central Park station - engineering a new leaf for Manchester
Nicholis, N., & Jones, S. (2007). Central Park station - engineering a new leaf for Manchester. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-CIVIL ENGINEERING, 160(4), 162-169. doi:10.1680/cien.2007.160.4.162
Design and construction of the Metrolink Finback Bridge
Jones, S. W., & Wrigley, R. G. (2007). Design and construction of the Metrolink Finback Bridge. Proceedings of the Institution of Civil Engineers - Bridge Engineering, 160(2), 71-79. doi:10.1680/bren.2007.160.2.71
Design and construction of the Metrolink Finback Bridge
Jones, S. W., & Wrigley, R. G. (2007). Design and construction of the Metrolink Finback Bridge. Proceedings of The Institution of Civil Engineers, Bridge Engineering, 160(BE2), 71-79.
1988
THE EFFECTS OF IMPERFECTIONS ON THE STRENGTH OF COLUMNS WITH SEMI-RIGID END RESTRAINT
SPRINGFIELD, J., JONES, S. W., KIRBY, P. A., & NETHERCOT, D. A. (1988). THE EFFECTS OF IMPERFECTIONS ON THE STRENGTH OF COLUMNS WITH SEMI-RIGID END RESTRAINT. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 85, 363-367. Retrieved from https://www.webofscience.com/
1987
INFLUENCE OF CONNECTION STIFFNESS ON COLUMN STRENGTH.
Jones, S. W., Nethercot, D. A., & Kirby, P. A. (1987). INFLUENCE OF CONNECTION STIFFNESS ON COLUMN STRENGTH.. Structural Engineer, 65 A(11), 399-405.
THE EFFECTS OF IMPERFECTIONS ON THE STRENGTH OF COLUMNS WITH SEMIRIGID END RESTRAINT
JONES, S. W., KIRBY, P. A., & NETHERCOT, D. A. (1987). THE EFFECTS OF IMPERFECTIONS ON THE STRENGTH OF COLUMNS WITH SEMIRIGID END RESTRAINT. PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 83, 427-441. doi:10.1680/iicep.1987.286
The influence of connection stiffness on column strength
Jones, S. W., Kirby, P. A., & Nethercot, D. A. (1987). The influence of connection stiffness on column strength. The Structural Engineer, 65A(11), 399-405.
1983
COLUMNS WITH SEMIRIGID JOINTS - CLOSURE
JONES, S. W., KIRBY, P. A., & NETHERCOT, D. A. (1983). COLUMNS WITH SEMIRIGID JOINTS - CLOSURE. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 109(4), 1069. doi:10.1061/(ASCE)0733-9445(1983)109:4(1069)
Closure to “ <i>Columns with Semirigid Joints</i> ” by Stephen W. Jones, Patrick A. Kirby, and David A. Nethercot (February, 1982)
Jones, S. W., Kirby, P. A., & Nethercot, D. A. (1983). Closure to “ <i>Columns with Semirigid Joints</i> ” by Stephen W. Jones, Patrick A. Kirby, and David A. Nethercot (February, 1982). Journal of Structural Engineering, 109(4), 1069. doi:10.1061/(asce)0733-9445(1983)109:4(1069)
The analysis of frames with semi-rigid connections — A state-of-the-art report
Jones, S. W., Kirby, P. A., & Nethercort, D. A. (1983). The analysis of frames with semi-rigid connections — A state-of-the-art report. Journal of Constructional Steel Research, 3(2), 2-13. doi:10.1016/0143-974x(83)90017-2
1982
COLUMNS WITH SEMIRIGID JOINTS
JONES, S. W., KIRBY, P. A., & NETHERCOT, D. A. (1982). COLUMNS WITH SEMIRIGID JOINTS. JOURNAL OF THE STRUCTURAL DIVISION-ASCE, 108(2), 361-372. Retrieved from https://www.webofscience.com/
COLUMNS WITH SEMIRIGID JOINTS.
Jones, S. W., Kirby, P. A., & Nethercot, D. A. (1982). COLUMNS WITH SEMIRIGID JOINTS.. ASCE J Struct Div, 108(ST2), 361-372.
Effects of semi-rigid connections on steel column strength
Jones, S. W., Kirby, P. A., & Nethercot, D. A. (1982). Effects of semi-rigid connections on steel column strength. Journal of Constructional Steel Research, 2(1), 44-45. doi:10.1016/0143-974x(82)90010-4
1981
Lord baker of windrush
Jones, S. W., Kirby, P. A., & Nethercot, D. A. (1981). Lord baker of windrush. Journal of Constructional Steel Research, 1(3), 48-51. doi:10.1016/0143-974x(81)90007-9
Modelling of semi-rigid connection behaviour and its influence on steel column behaviour
Jones, S. W., Kirby, P. A., Nethercot, D. A., & al, E. (1981). Modelling of semi-rigid connection behaviour and its influence on steel column behaviour. In Howlett (Ed.), Joints in Structural Steelwork (pp. 1-5). London: Penteck Press.
1980
Effect of semi-rigid connections on steel column strength
Jones, S. W., Kirby, P. A., & Nethercot, D. A. (1980). Effect of semi-rigid connections on steel column strength. Journal of Constructional Steel Research, 1(1), 38-46. doi:10.1016/0143-974x(80)90007-3
Influence of semi-rigid joints on steel column behaviour
Jones, S. W., Kirby, P. A., & Nethercot, D. A. (1980). Influence of semi-rigid joints on steel column behaviour. In ASCE Convention and Exposition. Portland, Oregon, USA: ASCE.