An efficient compound-element for potential progressive collapse analysis of steel frames with semi-rigid connections

Finite Elements in Analysis and Design

Volumn 60, Issue , 2012, Pages 35-48

  Valipour, Hamid R ^a   Bradford, Mark ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Alternate load path; Force based method; Non linear analysis; Semi rigid connection; Steel frame; Total secant formulation

Indexed keywords

ALTERNATE LOAD; FORCE-BASED METHODS; SEMIRIGID CONNECTIONS; STEEL FRAME; TOTAL SECANT FORMULATION;

DYNAMIC LOADS; STRUCTURAL FRAMES;

STEEL CONSTRUCTION;

EID: 84862640038     PISSN: 0168874X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.finel.2012.05.009     Document Type: Article

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