Seismic performance of steel structures with slit dampers

Engineering Structures

Volumn 31, Issue 9, 2009, Pages 1997-2008

  Oh, Sang Hoon ^a   Kim, Young Ju ^b   Ryu, Hong Sik ^c  

^a Pusan National University   (South Korea)

^b Korea University   (South Korea)

^c Research Institute of Industrial Science and Technology (RIST)   (South Korea)

Author keywords

Beam to column connection; Deformation capacity; Elastic stiffness; Repair; Slit damper

Indexed keywords

BEAM-TO-COLUMN CONNECTION; BEAM-TO-COLUMN CONNECTIONS; BEAMS AND COLUMNS; CAPACITY DESIGN; CYCLIC TESTS; DEFORMATION CAPACITY; ELASTIC STIFFNESS; HYSTERETIC BEHAVIOR; INELASTIC BEHAVIOR; KOBE EARTHQUAKE; MECHANICAL JOINTS; MOMENT RESISTING FRAMES; NORTHRIDGE; SEISMIC PERFORMANCE; SLIT DAMPER; STEEL MOMENT RESISTING FRAME; STRUCTURAL SYSTEMS; TEST RESULTS;

COLUMNS (STRUCTURAL); EARTHQUAKE RESISTANCE; EARTHQUAKES; ENERGY DISSIPATION; HYSTERESIS; PLASTIC DEFORMATION; SEISMIC WAVES; STEEL; STEEL STRUCTURES; STIFFNESS; STRUCTURAL FRAMES;

DAMPING;

DAMPING; EARTHQUAKE DAMAGE; EARTHQUAKE ENGINEERING; ELASTIC PROPERTY; KOBE EARTHQUAKE 1995; NORTHRIDGE EARTHQUAKE 1994; PLASTIC DEFORMATION; REPAIR; SEISMIC DESIGN; STEEL STRUCTURE; STIFFNESS; STRUCTURAL COMPONENT;

EID: 68749096989     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.03.003     Document Type: Article

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