Seismic response of composite frames - II. Calculation of behaviour factors

Engineering Structures

Volumn 18, Issue 9, 1996, Pages 707-723

  Elnashai, A S ^a   Broderick, B M ^b  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

^b TRINITY COLLEGE DUBLIN   (Ireland)

Author keywords

Behaviour factors; Eurocode 8; Transient analysis

Indexed keywords

COMPOSITE FRAME; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 0030469140     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/0141-0296(95)00212-X     Document Type: Article

References (10)

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4. Broderick, B. M. Seismic testing, analysis and design of composite frames. PhD thesis, Imperial College, University of London, 1994
5. Elnashai, A. S. and Broderick, B. M. 'Seismic resistance of composite beam-columns in multi-storey structures. Part 1: experimental studies', J. Const. Steel Res. 1994, 30, 201-230
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9. Climenhaga, J. J. and Johnson, R. P. 'Local buckling in continuous composite beams', Struct. Engnr 1972, 50, 367-374
10. Eurocode 4, Design of Steel and Concrete Structures - Part 1-1: general rules and rules for buildings, Commission of the European Communities, ENV 1994-1-1, 1992