Behaviour of end-plate moment connections under earthquake loading

Engineering Structures

Volumn 29, Issue 5, 2007, Pages 703-716

  Shi, Gang ^a   Shi, Yongjiu ^a   Wang, Yuanqing ^a  

^a TSINGHUA UNIVERSITY   (China)

Author keywords

Cyclic load; End plate connection; Joint stiffness; Rotation capacity; Seismic

Indexed keywords

CYCLIC LOADS; DUCTILITY; ENERGY DISSIPATION; PLATES (STRUCTURAL COMPONENTS); SEISMIC DESIGN; STIFFNESS; STRUCTURAL FRAMES;

BILINEAR KINEMATIC HARDENING HYSTERETIC MOMENT ROTATION; END-PLATE MOMENT CONNECTIONS; ROTATION CAPACITY;

JOINTS (STRUCTURAL COMPONENTS);

CYCLIC LOADS; DUCTILITY; ENERGY DISSIPATION; JOINTS (STRUCTURAL COMPONENTS); PLATES (STRUCTURAL COMPONENTS); SEISMIC DESIGN; STIFFNESS; STRUCTURAL FRAMES;

COLUMN; CYCLIC LOADING; EARTHQUAKE ENGINEERING; FAILURE ANALYSIS; SEISMIC RESPONSE; SEISMICITY; STEEL STRUCTURE; STIFFNESS;

EID: 33947146530     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.06.016     Document Type: Article

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