Geometrically nonlinear analysis of cable-stayed bridges subject to wind excitations

Journal of the Chinese Institute of Engineers, Transactions of the Chinese Institute of Engineers,Series A/Chung-kuo Kung Ch'eng Hsuch K'an

Volumn 26, Issue 4, 2003, Pages 503-511

  Lin, Yuh Yi ^a   Lieu, Yen Lung ^a  

^a TAMKANG UNIVERSITY   (Taiwan)

Author keywords

Buffeting; Cable stayed bridge; Nonlinear analysis; Wind

Indexed keywords

CALCULATIONS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STATISTICAL METHODS; STIFFNESS MATRIX; STRUCTURAL ANALYSIS; TIME DOMAIN ANALYSIS; WIND EFFECTS;

AUTOREGRESSIVE APPROACH; BEAM-COLUMN ELEMENTS; BUFFETING RESPONSE; GEOMETRIC NONLINEARITIES; NONLINEAR ANALYSIS;

CABLE STAYED BRIDGES;

EID: 0038107990     PISSN: 02533839     EISSN: 21587299     Source Type: Journal    
DOI: 10.1080/02533839.2003.9670803     Document Type: Article

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