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Volumn 20, Issue 4-6, 1998, Pages 552-561

Cyclic performance of haunch repaired steel moment connections: Experimental testing and analytical modeling

Author keywords

Dynamic test; Haunch; Northridge earthquake; Panel zone; Steel moment connection

Indexed keywords

CYCLIC LOADS; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; FAILURE (MECHANICAL); FRACTURE MECHANICS; MATHEMATICAL MODELS; MECHANICAL TESTING; PERFORMANCE; REPAIR; STRUCTURAL FRAMES; STRUCTURAL PANELS; WELDED STEEL STRUCTURES;

EID: 0032041206     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(97)00093-X     Document Type: Article
Times cited : (53)

References (10)
  • 1
    • 0042658368 scopus 로고
    • Whittier, CA
    • Uniform Building Code (UBC) Int. Conf. Bldg Officials, Whittier, CA, 1994
    • (1994) Int. Conf. Bldg Officials
  • 6
    • 0018153719 scopus 로고
    • Shear in beam-column joints in seismic design of steel frames
    • AISC
    • Krawinkler, H. 'Shear in beam-column joints in seismic design of steel frames', Engineering Journal, AISC, 15 (3), 82-91, 1978
    • (1978) Engineering Journal , vol.15 , Issue.3 , pp. 82-91
    • Krawinkler, H.1
  • 8
    • 0030783963 scopus 로고    scopus 로고
    • Analytical modeling of dual panel zone in haunch repaired steel moment-resisting frames
    • ASCE
    • Lee, C.-H. and Uang, C.-M. 'Analytical modeling of dual panel zone in haunch repaired steel moment-resisting frames', J. Struct. Engng ASCE, 123 (1), 20-29, 1997
    • (1997) J. Struct. Engng , vol.123 , Issue.1 , pp. 20-29
    • Lee, C.-H.1    Uang, C.-M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.