Contribution to transient analysis of inelastic steel frames with semi-rigid connections

Engineering Structures

Volumn 30, Issue 4, 2008, Pages 976-989

  Sekulovic, M ^a   Nefovska Danilovic, M ^a  

^a UNIVERSITY OF BELGRADE   (Serbia)

Author keywords

Inelastic dynamic analysis; Semi rigid connections; Steel frame

Indexed keywords

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; PLASTICITY; SPRINGS (COMPONENTS); STEEL;

EARTHQUAKE EXCITATION; REFINED-PLASTIC HINGE METHOD; SEMI-RIGID CONNECTIONS;

STRUCTURAL FRAMES;

BEAMS AND GIRDERS; COLUMNS (STRUCTURAL); DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; PLASTICITY; SPRINGS (COMPONENTS); STEEL; STRUCTURAL FRAMES;

DYNAMIC ANALYSIS; DYNAMIC PROPERTY; EARTHQUAKE ENGINEERING; EARTHQUAKE INTENSITY; MULTISTOREY BUILDING; NUMERICAL MODEL; PLASTICITY; RIGIDITY; SEISMIC RESPONSE; STEEL STRUCTURE; STRUCTURAL COMPONENT;

EID: 40349107239     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.06.004     Document Type: Article

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