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Journal of Structural Engineering

Volumn 128, Issue 4, 2002, Pages 501-508

Behavior of extended end-plate moment connections subject to cyclic loading

(2) Sumner, Emmett A a Murray, Thomas M a

a State University (United States)

Author keywords

Connections; Cyclic loads; Moments; Plates

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE SLABS; CYCLIC LOADS; DUCTILITY; EARTHQUAKE RESISTANCE; PLATES (STRUCTURAL COMPONENTS); STEEL BEAMS AND GIRDERS; STEEL TESTING; STIFFNESS; STRUCTURAL DESIGN; WELDS; YIELD STRESS;

END PLATES; SEISMIC FORCE RESISTING MOMENT FRAMES;

STRUCTURAL FRAMES;

EID: 0036540025 PISSN: 07339445 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)0733-9445(2002)128:4(501) Document Type: Article

Times cited : (106)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.