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Volumn 58, Issue 9, 2002, Pages 1161-1175

The response of flush end-plate joints under earthquake loading

Author keywords

Cyclic response; Moment connections; Rotation capacity

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); CYCLIC LOADS; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); STEEL; STIFFNESS; STRUCTURAL LOADS;

EID: 0037142417     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(01)00073-6     Document Type: Article
Times cited : (43)

References (12)
  • 1
    • 0031139836 scopus 로고    scopus 로고
    • Vulnerability of existing steel framed buildings following the 1994 Northridge (California, USA) earthquake: Considerations for their repair and strengthening
    • (1997) J. Struct Eng ASCE , vol.75 , Issue.10 , pp. 165-172
    • Maranian, P.1
  • 5
    • 0031599155 scopus 로고    scopus 로고
    • Design resistance of unstiffened column web subject to transverse compression in beam-to-column joints
    • (1998) J Construct Steel Res , vol.45 , Issue.1 , pp. 1-15
    • Bose, B.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.