Publications
388 results found
Ramli Sulong NH, Elghazouli AY, Izzuddin BA, 2006, Behaviour and design of beam-to-column connections under fire conditions, Portugal, 4th International Workshop on Structures in Fire (SIF'06), 10 - 12 May 2006, Aveiro, Portugal, Publisher: Universidade de Aveiro, Pages: 379-392
Omer E, Izzuddin BA, Elghazouli AY, 2006, Failure assessment of simply supported floor slabs under elevated temperature, Structural Engineering International, Vol: 16, Pages: 148-155, ISSN: 1016-8664
Goggins J, Basu B, Broderick BM, et al., 2006, Earthquake damage detection in concentrically-braced frames using wavelet analysis, 5th International Conference on Behaviour of Steel Structures in Seismic Areas, Publisher: TAYLOR & FRANCIS LTD, Pages: 511-517
Elghazouli AY, Broderick BM, Goggins J, et al., 2005, Shake table testing of tubular steel bracing members, PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, Vol: 158, Pages: 229-241, ISSN: 0965-0911
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- Citations: 28
Goggins JM, Broderick BM, Elghazouli AY, et al., 2005, Experimental cyclic response of cold-formed hollow steel bracing members, ENGINEERING STRUCTURES, Vol: 27, Pages: 977-989, ISSN: 0141-0296
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- Citations: 44
Broderick BM, Goggins JM, Elghazouli AY, 2005, Cyclic performance of steel and composite bracing members, JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, Vol: 61, Pages: 493-514, ISSN: 0143-974X
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- Citations: 23
Castro JM, Elghazouli AY, Izzuddin BA, 2005, Modelling of the panel zone in steel and composite moment frames, ENGINEERING STRUCTURES, Vol: 27, Pages: 129-144, ISSN: 0141-0296
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- Citations: 78
Goggins J, Broderick BM, Elghazouli AY, 2005, Seismic behaviour and design of bracing members (Article no.424), 4th European conference on steel and composite structures (Eurosteel 2005), Maastricht, Netherlands, Publisher: Druck und Veragshaus; 2005, Pages: 123-130
Omer E, Izzuddin BA, Elghazouli AY, 2005, Failure assessment of simply supported floor slabs under slevated temperature, Watford, Workshop on Robustness of Structures, Publisher: JCSS/BRE
Omer E, Izzuddin BA, Elghazouli AY, et al., 2005, Failure model for composite slabs subject to fire, Maastricht, The Netherlands, Eurosteel 2005. 4th European Conference on Steel and Composite Structures, 8 - 10 June 2005, Maastricht, The Netherlands, Publisher: Verlag Mainz, Pages: 5.1-33-5.1-40
Vlassis AG, Izzuddin BA, Elghazouli AY, et al., 2005, Simplified progressive collapse analysis of floor systems, Lisbon, Portugal, IABSE Symposium on Structures and Extreme Events, Lisbon, Portugal, Publisher: IABSE, Pages: 252-253
Ramli Sulong NH, Elghazouli AY, Izzuddin BA, 2005, Analytical modelling of steel connections at elevated temperature, Maastricht, The Netherlands, Eurosteel 2005. 4th European Conference on Steel and Composite Structures, 8 - 10 June 2005, Maastricht, The Netherlands, Publisher: Verlag Mainz, Pages: 5.1-25-5.1-32
Elghazouli AY, 2005, Assessment of capacity design approaches for steel-framed structures, Journal of Steel Structures, Vol: 5, Pages: 465-475, ISSN: 1598-2351
Vlassis AG, Izzuddin BA, Elghazouli AY, et al., 2005, Design-oriented procedure for progressive collapse assessment of steel framed structures, Watford, Workshop on Robustness of Structures, Publisher: JCSS/BRE
Omer E, Izzuddin BA, Elghazouli AY, 2005, Simplified method for failure assessment of composite slabs subject to fire, Lisbon, Portugal, IABSE Symposium on Structures and Extreme Events, Lisbon, Portugal, Publisher: IABSE, Pages: 278-279
Izzuddin BA, Tao XY, Elghazouli AY, 2004, Realistic modeling of composite and reinforced concrete floor slabs under extreme loading. I: Analytical method, JOURNAL OF STRUCTURAL ENGINEERING, Vol: 130, Pages: 1972-1984, ISSN: 0733-9445
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- Citations: 50
Elghazouli AY, Izzuddin BA, 2004, Realistic modeling of composite and reinforced concrete floor slabs under extreme loading. II: Verification and application, JOURNAL OF STRUCTURAL ENGINEERING, Vol: 130, Pages: 1985-1996, ISSN: 0733-9445
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- Citations: 25
Izzuddin BA, Elghazouli AY, 2004, Failure of lightly reinforced concrete members under fire. I: Analytical modeling, JOURNAL OF STRUCTURAL ENGINEERING, Vol: 130, Pages: 3-17, ISSN: 0733-9445
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- Citations: 36
Elghazouli AY, Izzuddin BA, 2004, Failure of lightly reinforced concrete members under fire. II: Parametric studies and design considerations, JOURNAL OF STRUCTURAL ENGINEERING, Vol: 130, Pages: 18-31, ISSN: 0733-9445
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- Citations: 19
Broderick BM, Elghazouli AY, Goggins J, 2004, Cyclic behaviour of hollow and filled axially-loaded members (Paper no.2589), Vancouver, Canada, Proceedings of the 13th world conference on earthquake engineering, 13 WCEE, Vancouver, B.C., Canada, 1 - 6 August 2004, Publisher: CAEE/ACGP, Pages: 1-15
Elghazouli AY, Broderick BM, Goggins J, et al., 2004, Shake table testing and seismic performance evaluation of bracing members (Paper no.2651), Vancouver, Canada, Proceedings of the 13th world conference on earthquake engineering, 13 WCEE, Vancouver, B.C., Canada, 1 - 6 August 2004, Publisher: CAEe/ACGP, Pages: 1-11
Castro JM, Elghazouli AY, Izzuddin BA, 2004, Seismic performance assessment of composite frames including shear panel effects, Proceedings of the 13th world conference on earthquake engineering, 13 WCEE, Vancouver, B.C., Canada, 1 - 6 August 2004, Publisher: CAEE/ACGP, Pages: 1-14
Elghazouli AY, 2003, Seismic design procedures for concentrically braced frames, PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, Vol: 156, Pages: 381-394, ISSN: 0965-0911
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- Citations: 38
Izzuddin BA, Elghazouli AY, 2003, An advanced concrete model for RC and composite floor slabs subject to extreme loading (Paper no. 49), Proceedings of the 9th international conference on civil & structural engineering computing, CC2003, The Netherlands, 2 - 4 September 2003, Publisher: Stirling, Pages: 121-122
Righiniotis TD, Omer E, Elghazouli AY, 2002, A simplified crack model for weld fracture in steel moment connections, ENGINEERING STRUCTURES, Vol: 24, Pages: 1133-1140, ISSN: 0141-0296
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- Citations: 11
Castro JM, Elghazouli AY, 2002, Behaviour of composite beams in moment resisting frames (Paper no. 521), 12th European conference on earthquake engineering, 9-13 September 2002, Barbican Centre, London, UK, Pages: 1-10
Izzuddin BA, Elghazouli AY, Tao XY, 2002, Realistic modelling of composite floor slabs under fire conditions, Proceedings of the 15th ASCE engineering mechanics conference, New York, June 2002
Righiniotis TD, Elghazouli AY, Omer E, 2002, A two-dimensional crack model for steel beam-to-column connections (Paper no. 824), 12th European conference on earthquake engineering, 9-13 September 2002, Barbican Centre, London, UK, Pages: 1-10
Elghazouli AY, 2002, Seismic performance of concentrically braced steel frames (Paper no. 520), 12th European conference on earthquake engineering, 9-13 September 2002, Barbican Centre, London, UK, Pages: 1-10
Elghazouli AY, Izzuddin BA, 2001, Analytical assessment of the structural performance of composite floors subject to compartment fires, FIRE SAFETY J, Vol: 36, Pages: 769-793, ISSN: 0379-7112
The behaviour of composite steel-concrete building floors exposed to fire conditions is examined in this paper. The work represents part of a large project dealing with the numerical modelling and assessment of structural behaviour based on the fire experiments undertaken on a full-scale multi-storey steel-framed building at Cardington, UK. After providing brief details on the analytical tools and modelling approaches adopted in this investigation, the structural models constructed to simulate the fire tests are described and salient findings are highlighted. Although the detailed models provide some insight into key behavioural aspects such as the paramount influence of restraint to thermal expansion, the complex structural interactions that occur under fire conditions may not be readily demonstrated. In order to illustrate a number of underlying response mechanisms, the analytical results obtained from an idealised structural system, in which a single compartment is subjected to fire, are summarised. Assessment of the structural response using such simplified models provides a clear interpretation of the behaviour and, with further refinements, may be employed for undertaking detailed studies aimed at developing improved design recommendations. (C) 2001 Elsevier Science Ltd. All rights reserved.
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