Inelastic analyses of a 17-story steel framed building damaged during Northridge

Engineering Structures

Volumn 20, Issue 4-6, 1998, Pages 481-495

  Chi, Wei Ming ^a   El Tawil, Sherif ^b   Deierlein, Gregory G ^a   Abel, John F ^a  

^a Cornell University   (United States)

^b UNIVERSITY OF CENTRAL FLORIDA   (United States)

Author keywords

Building; Connections; Dynamic analysis; Earthquake; Fracture; Inelastic analysis; Seismic; Steel frame

Indexed keywords

BUILDINGS; COMPUTATIONAL METHODS; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; ELASTICITY; FRACTURE MECHANICS; MATHEMATICAL MODELS; PLASTIC DEFORMATION; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL DESIGN; STRUCTURAL FRAMES;

BRITTLE CONNECTION DAMAGE; INELASTIC ANALYSIS; INTERSTORY DRIFT RATIOS; NORTHRIDGE EARTHQUAKE; PUSHOVER ANALYSIS; SEVENTEEN STORY STEEL FRAMED BUILDING; STIFFNESS DEGRADATION;

STEEL STRUCTURES;

EID: 0032044753     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(97)00036-9     Document Type: Article

References (9)

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