Evaluation of plastic energy dissipation capacity of steel beams suffering ductile fracture under various loading histories

Earthquake Engineering and Structural Dynamics

Volumn 40, Issue 14, 2011, Pages 1553-1570

  Jiao, Yu ^a   Yamada, Satoshi ^a   Kishiki, Shoichi ^a   Shimada, Yuko ^b  

^a TOKYO INSTITUTE OF TECHNOLOGY   (Japan)

^b CHIBA UNIVERSITY   (Japan)

Author keywords

Cyclic loading test; Ductile fracture; Energy dissipation capacity; Loading history; Steel beam

Indexed keywords

CONNECTORS (STRUCTURAL); CYCLIC LOADS; DEFORMATION; EARTHQUAKES; ELECTRON ENERGY LOSS SPECTROSCOPY; ENERGY DISSIPATION; ENERGY DISSIPATORS; LOADING; SEISMIC DESIGN; STEEL BEAMS AND GIRDERS;

CYCLIC LOADING TEST; CYCLIC LOADINGS; DEFORMATION CAPACITY; EARTHQUAKE INPUT ENERGY; ENERGY DISSIPATION CAPACITIES; ENERGY DISSIPATION CAPACITY; ENERGY-BASED SEISMIC DESIGN; LOADING HISTORY; LOADING PROTOCOLS; PLASTIC ENERGY DISSIPATION; SEISMIC EFFECT; SEISMIC LOADINGS; STEEL BEAM; STEEL BEAMS; STRUCTURAL BEAMS; STRUCTURAL COMPONENT; STRUCTURAL PERFORMANCE; WHOLE SYSTEMS;

DUCTILE FRACTURE;

COLUMN; CYCLIC LOADING; DATABASE; DEFORMATION; DUCTILITY; EARTHQUAKE DAMAGE; EARTHQUAKE ENGINEERING; ENERGY DISSIPATION; FRACTURE MECHANICS; LOADING; SEISMIC DESIGN; STEEL STRUCTURE; STRUCTURAL COMPONENT;

EID: 80054948401     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.1103     Document Type: Article

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