SCOPUS 정보 검색 플랫폼

Journal of Structural Engineering

Volumn 128, Issue 4, 2002, Pages 483-491

Experimental evaluation of plate-reinforced steel moment-resisting connections

(5) Kim, T a,b Whittaker, A S a,c Gilani, A S J a,d Bertero, V V a,e Takhirov, S M a,d

a ASCE ^* (United States)

b UNIVERSITY OF CALIFORNIA (United States)

c State University of New York (United States)

d UNIVERSITY OF CALIFORNIA (United States)

e 109 McLaughlin Hall (United States)

Author keywords

Beam columns; Connections; Evaluation; Flanges; Moments; Plates; Steel

Indexed keywords

BEAM WEB; BRACING; COVER PLATE; DRIFT ANGLE; FILLET WELDS; FLANGE PLATE; MOMENT RESISTING CONNECTIONS; PANEL ZONE STRENGTH; PLASTIC IMAGE; WEB COMPACTNESS;

BUCKLING; COLUMNS (STRUCTURAL); CYCLIC LOADS; PLATES (STRUCTURAL COMPONENTS); REINFORCEMENT; STEEL BEAMS AND GIRDERS; STEEL TESTING; STIFFNESS; STRAIN; TORSIONAL STRESS; WELDS;

STRUCTURAL FRAMES;

EID: 0036540719 PISSN: 07339445 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)0733-9445(2002)128:4(483) Document Type: Article

Times cited : (116)

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5
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8
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.