Investigation of progressive collapse resistance and inelastic response for an earthquake-resistant RC building subjected to column failure

Engineering Structures

Volumn 30, Issue 12, 2008, Pages 3619-3628

  Tsai, Meng Hao ^a   Lin, Bing Hui ^a  

^a NATIONAL PINGTUNG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Taiwan)

Author keywords

Dynamic amplification factor; GSA guidelines; Nonlinear analysis method; Progressive collapse

Indexed keywords

AMPLIFICATION; BUILDINGS; COLUMNS (STRUCTURAL); CONCRETE BUILDINGS; EARTHQUAKE RESISTANCE; EARTHQUAKES; SEISMOLOGY; STATIC ANALYSIS;

ACCEPTANCE CRITERIONS; CAPACITY CURVES; COLLAPSE RESISTANCES; COLUMN FAILURES; DYNAMIC AMPLIFICATION FACTOR; DYNAMIC AMPLIFICATION FACTORS; GENERAL SERVICE ADMINISTRATIONS; GSA GUIDELINES; INELASTIC DYNAMICS; INELASTIC RESPONSES; LINEAR STATICS; NONLINEAR ANALYSIS METHOD; NONLINEAR ANALYSIS METHODS; NONLINEAR DYNAMIC ANALYSES; NONLINEAR STATIC ANALYSIS; NONLINEAR STATICS; PROGRESSIVE COLLAPSE; PROGRESSIVE COLLAPSES; RC BUILDINGS;

NONLINEAR ANALYSIS;

BUILDING; COLLAPSE; COLUMN; CONCRETE STRUCTURE; DEFLECTION; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; EARTHQUAKE ENGINEERING; ESTIMATION METHOD; FAILURE ANALYSIS; GUIDELINE; REINFORCED CONCRETE; STRUCTURAL RESPONSE;

EID: 55949128755     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.05.031     Document Type: Article

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