A design-variable-based inelastic hysteretic model for beam-column connections

Earthquake Engineering and Structural Dynamics

Volumn 37, Issue 4, 2008, Pages 535-555

  Yun, Gun Jin ^a   Ghaboussi, Jamshid ^b   Elnashai, Amr S ^b  

^a WASHINGTON UNIVERSITY IN ST LOUIS   (United States)

^b University of Illinois at Urbana Champaign   (United States)

Author keywords

Beam column connections; Design variable based models; Hysteretic models; Inelastic behavior; Neural networks; Nonlinear analysis

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); FAILURE ANALYSIS; LOAD LIMITS; NEURAL NETWORKS; NONLINEAR ANALYSIS; SEISMIC RESPONSE; STRUCTURAL DESIGN;

BEAM-COLUMN CONNECTIONS; HYSTERETIC MODELS;

CONNECTORS (STRUCTURAL);

ARTIFICIAL NEURAL NETWORK; BUCKLING; COLUMN; DESIGN METHOD; ELASTIC PROPERTY; FAILURE MECHANISM; LOADING; MODELING;

EID: 41849114928     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.771     Document Type: Article

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