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Journal of Constructional Steel Research

Volumn 58, Issue 5-8, 2002, Pages 1121-1141

Behavior and design of single plate shear connections

(3) Astaneh Asl, A a Liu, J b McMullin, K M c

a Berkeley (United States)

b PURDUE UNIVERSITY (United States)

c SAN JOSE STATE UNIVERSITY (United States)

Author keywords

Bolts; Connections; Cyclic tests; Design; Gravity loads; Shear tab; Steel

Indexed keywords

BRITTLE FRACTURE; COLUMNS (STRUCTURAL); CONNECTORS (STRUCTURAL); PLATES (STRUCTURAL COMPONENTS); ROTATION; SEISMOLOGY; STEEL BEAMS AND GIRDERS; WIND EFFECTS;

SHEAR CONNECTIONS;

STEEL STRUCTURES;

STEEL;

EID: 0036575153 PISSN: 0143974X EISSN: None Source Type: Journal
DOI: 10.1016/S0143-974X(01)00101-8 Document Type: Article

Times cited : (34)

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