Combined continua and lumped parameter modeling for nonlinear response of structural frames to impulsive ground shock

Journal of Engineering Mechanics

Volumn 133, Issue 11, 2007, Pages 1229-1240

  Gong, Shunfeng ^a   Lu, Yong ^b  

^a ZHEJIANG UNIVERSITY   (China)

^b UNIVERSITY OF EDINBURGH   (United Kingdom)

Author keywords

Beam columns; Concrete, reinforced; Frames; Ground motion; Nonlinear analysis; Parameters

Indexed keywords

BEAMS AND GIRDERS; BENDING STRENGTH; COLUMNS (STRUCTURAL); EARTHQUAKE EFFECTS; IMPULSE RESPONSE; MATHEMATICAL MODELS; NONLINEAR ANALYSIS; SHEAR STRENGTH; STIFFNESS; STRUCTURAL FRAMES;

EARTHQUAKE RESPONSE; PEAK GROUND VELOCITY;

STRUCTURAL ANALYSIS;

BEAMS AND GIRDERS; BENDING STRENGTH; COLUMNS (STRUCTURAL); EARTHQUAKE EFFECTS; IMPULSE RESPONSE; MATHEMATICAL MODELS; NONLINEAR ANALYSIS; SHEAR STRENGTH; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

COLUMN; DEFORMATION; DYNAMIC RESPONSE; FAILURE ANALYSIS; FLEXURE; GROUND MOTION; HYSTERESIS; MODELING; REINFORCED CONCRETE; SEISMIC RESPONSE; SHEAR STRESS; STRUCTURAL ANALYSIS; STRUCTURAL RESPONSE; VIBRATION;

EID: 35448934817     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2007)133:11(1229)     Document Type: Article

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