Steel beam-column connections using shape memory alloys

Journal of Structural Engineering

Volumn 130, Issue 5, 2004, Pages 732-740

  Ocel, Justin ^a   DesRoches, Reginald ^b   Leon, Roberto T ^b   Hess, W Gregory ^c   Krumme, Robert ^d   Hayes, Jack R ^e   Sweeney, Steve ^e  

^a UNIVERSITY OF MINNESOTA   (United States)

^b GEORGIA INSTITUTE OF TECHNOLOGY   (United States)

^c ESorbs Systems ^*  (United States)

^d ESorbs Systems   (United States)

^e U S ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER   (United States)

Author keywords

Beam columns; Connections, semi rigid; Cyclic tests; Seismic design; Shape memory effect; Steel

Indexed keywords

BEAMS AND GIRDERS; DAMPING; DEFORMATION; DUCTILITY; ENERGY DISSIPATION; HEATING; HYSTERESIS; JOINTS (STRUCTURAL COMPONENTS); NICKEL COMPOUNDS; RIGIDITY; SEISMOLOGY; SHAPE MEMORY EFFECT; STRAIN; STRENGTH OF MATERIALS; STRUCTURAL DESIGN;

BEAM COLUMNS; CONNECTIONS; CYCLIC TESTS; SEISMIC DESIGN; SEMI-RIGID; STEEL BEAMS;

STEEL STRUCTURES;

EID: 14044272794     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:5(732)     Document Type: Article

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