Publications
388 results found
Liu Y, Malaga-Chuquitaype C, Elghazouli AY, 2012, Shear behaviour of open beam-to-tubular column angle connections, Tubular Structures XIV, Pages: 133-139
Liu Y, Malaga-Chuquitaype C, Elghazouli AY, 2012, Response of beam-to-tubular column angle connectionssubjected to combined flexure and axial loading, Tubular Structures XIV, Publisher: Taylor and Francis, Pages: 159-166
Dorra EM, Stafford PJ, Elghazouli AY, 2012, Seismic Vulnerability of Lifelines in Greater Cairo, 15th World Conference on Earthquake Engineering
Malaga-Chuquitaype C, Elghazouli AY, 2012, Evaluation of Fatigue and Park and Ang damage indexes in steel structures, 15th World Conference on Earthquake Engineering
Malaga-Chuquitaype C, Elghazouli AY, Ban X, 2012, Experimental cyclic response of ductile partially-encased composite members, 15th World Conference on Earqthuake Engineering
Malaga-Chuquitaype C, Elghazouli AY, 2012, Comparative assessment of the seismic performance of steel building configurations, 7th International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA), Publisher: CRC PRESS-TAYLOR & FRANCIS GROUP, Pages: 359-364
Kumar M, Stafford PJ, Elghazouli AY, 2012, Assessment of Strength Demands in Moment Resisting Frames, 15th World Conference on Earthquake Engineering
Malaga-Chuquitaype C, Elghazouli AY, 2012, Influence of scalar frequency content parameters on the inelastic seismic demands of steel structures, 7th International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA), Publisher: CRC PRESS-TAYLOR & FRANCIS GROUP, Pages: 833-839
Eder MA, Vollum RL, Elghazouli AY, 2011, Inelastic behaviour of tubular column-to-flat slab connections, Journal of Constructional Steel Research, Vol: 67, Pages: 1164-1173, ISSN: 0143-974X
This paper is concerned with the behaviour of ductile shearheads for connecting reinforced concrete flat slabs to internal tubular steel columns. A novel detail is presented in which a gap is left around the column to enable the shearhead to yield in shear prior to the slab failing in punching shear. The proposed connection could serve as a primary lateral resisting system in low-rise buildings in regionsof low to moderate seismicity or as a secondary system in areas of significant seismicity. Test results and numerical analyses are presented for a fully embedded ACI-type shearhead as well as the proposed partially embedded connection. The latter is shown to offer enhanced ductility compared with traditional forms. Experimental and num erical results are used to demonstrate the favourable inelastic performance of the proposed detail.
Nethercot DA, Stylianidis P, Izzuddin BA, et al., 2011, Enhancing the Robustness of Steel and Composite Buildings, Advanced Steel Construction, Vol: 7, Pages: 64-85, ISSN: 1816-112X
Malaga-Chuquitaype C, Elghazouli AY, 2011, Consideration of seismic demand in the design of braced frames, Steel Construction, Vol: 4, Pages: 65-72
Fang C, Izzuddin BA, Elghazouli AY, et al., 2011, Robustness of Steel-Composite Building Structures Subject to Localised Fire, Fire Safety Journal, Vol: 46, Pages: 348-363
Liu Y, Malaga-Chuquitaype C, Elghazouli AY, 2011, Shear behaviour of beam-to-tubular column connections, 6th European Conference on Steel and Composite Structures
Cashell KA, Elghazouli AY, Izzuddin BA, 2011, Failure Assessment of Lightly ReinforcedFloor Slabs. II: Analytical Studies, Journal of Structural Engineering, ASCE, Vol: 137, Pages: 989-1001
Liu Y, Malaga-Chuquitaype C, Elghazouli AY, 2011, Shear behaviour of beam-to-Tubular Column Connections, Eurosteel 2011, Publisher: ECCS European Convention for Constructional Steelwork, Pages: 507-512
Tremblay R, Elghazouli AY, 2011, Steel Concentrically Braced Frames: Comparison between Canadian and European Seismic Design Provisions, Eurosteel 2011, Publisher: ECCS European Convention for Constructional Steelwork, Pages: 711-716
Broderick B, Hunt A, Goggins J, et al., 2011, Concentrically Braced Frame Model for Seismic Testing, Eurosteel 2011, Publisher: ECCS European Convention for Constructional Steelwork, Pages: 1137-1142
Kumar M, Castro JM, Stafford PJ, et al., 2011, Influence of mean period ofground motion on the dynamic response of single and multi degree of freedom systems, Earthquake Engineering & Structural Dynamics, Vol: 3, Pages: 237-276
Cashell KA, Elghazouli AY, Izzuddin BA, 2011, Failure Assessment of Lightly Reinforced FloorSlabs. I: Experimental Investigation, Journal of Structural Engineering, ASCE, Vol: 137, Pages: 977-988
Elghazouli AY, 2010, Manual for the seismic design of steel and concrete buildings to Eurocode 8, Publisher: The Institution of Structural Engineers, ISBN: 9781906335069
Omer E, Izzuddin BA, Elghazouli AY, 2010, Failure of Unrestrained Lightly Reinforced Concrete Slabs under Fire- Part II: Verification and Application, Engineering Structures, Vol: 32, Pages: 2647-2657
Omer E, Izzuddin BA, Elghazouli AY, 2010, Failure of Unrestrained Lightly Reinforced Concrete Slabs under Fire- Part I: Analytical Models, Engineering Structures, Vol: 32, Pages: 2631-2646, ISSN: 0141-0296
Britner A, Ummenhofer T, Elghazouli AY, et al., 2010, Blast and impact - Experimental investigations on composite structures, STAHLBAU, Vol: 79, Pages: 580-589, ISSN: 0038-9145
Blast and impact - Experimental investigations on composite structures. Nowadays civil engineers pay more attention to the extraordinary loads like blast and impact. This trend was set off by the political development after the Cold War when the risk of terrorist attacks increased. The passive protection of the buildings becomes more important. The effects of such loads are not the same as the effect of a static load with the same maximum amplitude. It is a fact that currently used structures are not designed for such extreme events.Within the European RFCS research project COSIMB [1] experimental study on composite column and wall systems made out of high performance steel and concrete was done. The experimental study includes static and dynamic tests. The impact velocities were up to 14.5 m/s. The mass of the impact moving barrier was up to 1460 kg. The blast loads corresponds to an explosive charge up to 2240 kg TNT In this paper the performance of the tests and the test results are presented.
Sulong NHR, Elghazouli AY, Izzuddin BA, et al., 2010, Modelling of beam-to-column connections at elevated temperature using the component method, STEEL AND COMPOSITE STRUCTURES, Vol: 10, Pages: 23-43, ISSN: 1229-9367
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- Citations: 14
Vollum RL, Abdel-Fattah T, Eder M, et al., 2010, Design of ACI-type punching shear reinforcement to Eurocode 2, MAGAZINE OF CONCRETE RESEARCH, Vol: 62, Pages: 3-16, ISSN: 0024-9831
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- Citations: 15
Eder MA, Vollum RL, Elghazouli AY, 2010, Behaviour and Modelling of Tubular Steel Column-to-Flat Slab Connections, Fourth International Conference on Steel and Composite Structures, ICSCS10, Pages: 161-166
Liu Y, Malaga-Chuquitaype C, Elghazouli AY, 2010, Numerical Modelling of Semi-Rigid Open Beam-to-Tubular Column Connections”, ICSCS10, Fourth International Conference on Steel and Composite Structures, ICSCS10, Pages: 519-524
Malaga-Chuquitaype C, Elghazouli AY, 2010, Behaviour of Combined Channel/Angle Connections under Monotonic and Cyclic Loads, Fourth International Conference on Steel and Composite Structures, ICSCS10, Pages: 525-530
Eder MA, Vollum RL, Elghazouli AY, 2010, Seismic Performance of Hybrid Steel Column-to-Flat Slab Connections, 14th European Conference on Earthquake Engineering, 14ECEE
Malaga-Chuquitaype C, Elghazouli AY, 2010, Contribution of Secondary Systems to the Seismic Performance of Steel Framed Structures, 14th European Conference on Earthquake Engineering, 14ECEE
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