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Journal of Structural Engineering

Volumn 128, Issue 4, 2002, Pages 452-463

Cyclic response and design recommendations of weak-axis reduced beam section moment connections

(2) Gilton, Chad S a Uang, Chia Ming b

a Leslie E Robertson Associates (United States)

b UNIVERSITY OF CALIFORNIA SAN DIEGO (United States)

Author keywords

Brittle fractures; Connections; Design criteria; Finite element method; Moments

Indexed keywords

BEAMS AND GIRDERS; BRITTLE FRACTURE; COMPUTER SIMULATION; CONNECTORS (STRUCTURAL); EARTHQUAKE RESISTANCE; FAILURE ANALYSIS; FINITE ELEMENT METHOD; STATISTICAL TESTS; STRAIN; STRESS CONCENTRATION; WELDS;

BEAM SECTION MOMENT CONNECTIONS; PLASTIC ROTATION; STRAIN CONCENTRATION;

STRUCTURAL ANALYSIS;

EID: 0036540501 PISSN: 07339445 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)0733-9445(2002)128:4(452) Document Type: Article

Times cited : (76)

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