Progressive collapse-resisting capacity of steel moment frames considering panel zone deformation

Advances in Structural Engineering

Volumn 12, Issue 2, 2009, Pages 231-240

  Kim, Taewan ^a   Kim, Jinkoo ^b  

^a Kangwon National University   (South Korea)

^b Sungkyunkwan University   (South Korea)

Author keywords

Nonlinear dynamic analysis; Panel zone; Progressive collapse; Steel moment resisting frames

Indexed keywords

ANALYSIS RESULTS; BEAM CONDITIONS; EARTHQUAKE LOAD; EXTERIOR PANELS; GRAVITY LOADS; LATERAL LOADS; MOMENT RESISTING; NONLINEAR BEHAVIOURS; NONLINEAR DYNAMIC ANALYSIS; PANEL ZONE; PROGRESSIVE COLLAPSE; REINFORCING EFFECTS; STEEL FRAME; STEEL MOMENT FRAMES; STEEL MOMENT RESISTING FRAMES; SYSTEM STRUCTURES;

DEFORMATION; DYNAMIC ANALYSIS; EARTHQUAKE RESISTANCE; NONLINEAR ANALYSIS; STEEL BEAMS AND GIRDERS; STEEL CONSTRUCTION; STRUCTURAL FRAMES;

METAL ANALYSIS;

EID: 70449433979     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/136943309788251687     Document Type: Article

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