[en] In this study, the seismic design and performance of composite steel-concrete frames are studied. The new Eurocode 4 and Eurocode 8, which are in a preliminary stage at the moment, are employed for the design of six composite steel-concrete frames. The deficiencies of the codes and the clauses that cause difficulties to the designer are discussed. The inelastic static pushover analysis is employed for obtaining the response of the frames and the overstrength factors. The evaluation of the response modification factor takes place by performing incremental time-history analysis up to the satisfaction of the yield and collapse limit states in order to investigate the conservatism of the code. The last purpose of this study
is to investigate if elastically designed structures can behave in a dissipative mode.
Disciplines :
Materials science & engineering
Author, co-author :
Thermou, G.
Elnashai, A. S.
Plumier, André ; Université de Liège - ULiège > Département Argenco : Secteur SE > Ingéniérie sismique
Language :
English
Title :
Seismic Design and Performance of Composite Frames
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Bibliography
Broderick B.M. Elnashai A.S. Seismic response of composite frames. I. Response criteria and input motion Engineering Structures 18 9 1996 696-706
Broderick BM. Seismic testing, analysis, and design of composite frames. PhD thesis, Imperial College, London, UK, 1994.
EC2, Eurocode No 2. Design of concrete structures. European Committee for standardization, 2nd Draft, prEN 1992-1, January 2001.
EC3, Eurocode No 3, Design of steel structures. European Committee for standardization, 1st Draft, prEN 1993-3:2000, 6 December 2000.
EC4, Eurocode No 4. Design of composite steel and concrete structures. European Committee for standardization, 3rd Draft, prEN 1994-1-1:2001, April 2001.
EC8, Eurocode No 8. Design of structures for earthquake resistance. European Committee for standardization, 3rd Draft, prEN 1998-1-1:2001, May 2001.
Elnashai A.S. Broderick B.M. Seismic response of composite frames. II. Calculation of behaviour factors Engineering Structures 18 9 1995 707-723
Elnashai A.S. Elghazouli A.Y. Performance of composite steel/concrete members under earthquake loading, Part I: Analytical Model Earthquake Engineering and Structural Dynamics 22 4 1993 315-345
Elnashai A.S. Mwafy A.M. Overstrength and force reduction factors of multi-storey RC buildings The Structural Design of Tall Buildings 11 5 2002 329-351
Elnashai AS, Pinho R, Antoniou S. INDYAS: A Program for INelastic DYnamic Analysis of Structures. Engineering Seismology and Earthquake Engineering Report No. ESEE 00-2, June 2000.
Mander J.B. Priestley M.J.N. Park R. Theoretical stress-strain model for confined concrete Journal of Structural Engineering 114 8 1988 1804-1826
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