SCOPUS 정보 검색 플랫폼

Volumn 24, Issue 12, 2002, Pages 1523-1534

Bolted large seismic steel beam-to-column connections part 1: Experimental study

(2) Popov, Egor P a Takhirov, Shakhzod M a

a UNIVERSITY OF CALIFORNIA (United States)

Author keywords

Bolted moment resistant connection; Field bolted; Fillet shop welded; Full scale experimental study; High strength bolt; Seismic; Steel; T stub; Yielding

Indexed keywords

BOLTS; BUCKLING; COLUMNS (STRUCTURAL); ENERGY DISSIPATION; FLANGES; PLASTIC DEFORMATION; PRESTRESSING; SHEAR STRENGTH; STEEL BEAMS AND GIRDERS; WELDING;

BEAM FLANGES;

CONNECTORS (STRUCTURAL);

BOLT; CONNECTOR; EXPERIMENTAL STUDY; SEISMIC RESPONSE;

EID: 0036883515 PISSN: 01410296 EISSN: None Source Type: Journal
DOI: 10.1016/S0141-0296(02)00086-X Document Type: Article

Times cited : (82)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.