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Volumn 20, Issue 12, 1998, Pages 1030-1038

Design of steel MRF connections before and after 1994 Northridge earthquake

Author keywords

Beam to column connections; Seismic connections; Steel connections; Welded connections

Indexed keywords

COLUMNS (STRUCTURAL); CRACK INITIATION; EARTHQUAKE RESISTANCE; ELASTOPLASTICITY; FINITE ELEMENT METHOD; FLANGES; FRACTURE MECHANICS; INTEGRAL EQUATIONS; STEEL BEAMS AND GIRDERS; STRESS CONCENTRATION; STRUCTURAL DESIGN; WELDED STEEL STRUCTURES;

EID: 0032345105     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(97)00200-9     Document Type: Article
Times cited : (203)

References (13)
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    • Irwin, G.R.1
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    • (1968) Journal of Applied Mechanics , vol.35 , pp. 379-386
    • Rice, J.R.1
  • 11
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    • 'Modeling and design of steel structures in the eurocode 8 context'
    • ECSC, EEC, EAEC, Brussels and Luxembourg
    • Plumier, A. 'Modeling and design of steel structures in the eurocode 8 context' In Experimental and Numerical Methods in Earthquake Engineering, ECSC, EEC, EAEC, Brussels and Luxembourg, 1991, pp. 319-349.
    • (1991) In Experimental and Numerical Methods in Earthquake Engineering , pp. 319-349
    • Plumier, A.1
  • 12
    • 0040840929 scopus 로고
    • 'Enhancement of ductility of steel beam-to-column connections for seismic resistance'
    • Lehigh University
    • Chen, S. J. and Yeh, C. H. 'Enhancement of ductility of steel beam-to-column connections for seismic resistance' In 1994 SSRC 50th Anniversary Conference. Lehigh University, 1994.
    • (1994) In 1994 SSRC 50th Anniversary Conference
    • Chen, S.J.1    Yeh, C.H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.