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Journal of Structural Engineering

Volumn 128, Issue 4, 2002, Pages 441-451

Experimental evaluation of cyclically loaded reduced beam section moment connections

(3) Jones, Scott L a Fry, Gary T b Engelhardt, Michael D c

a Cornell Univ ^* (United States)

b TEXAS A AND M UNIVERSITY (United States)

c The University of Texas at Austin (United States)

Author keywords

Beams; Connections; Evaluation; Seismic design; Slabs; Steel frames

Indexed keywords

BEAMS AND GIRDERS; BUCKLING; COLUMNS (STRUCTURAL); CONNECTORS (STRUCTURAL); CYCLIC LOADS; DEGRADATION; EARTHQUAKE RESISTANCE; STRAIN; STRUCTURAL FRAMES; STRUCTURAL PANELS; WELDED STEEL STRUCTURES; WELDS;

MOMENT CONNECTIONS; PANEL ZONE; REDUCED BEAM SECTION; SEISMIC DESIGN; STEEL FRAMES;

STRUCTURAL ANALYSIS;

EID: 0036539946 PISSN: 07339445 EISSN: None Source Type: Journal
DOI: 10.1061/(ASCE)0733-9445(2002)128:4(441) Document Type: Article

Times cited : (179)

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