Study on nonlinear analysis of a highly redundant cable-stayed bridge

Computers and Structures

Volumn 80, Issue 2, 2002, Pages 165-182

  Wang, Pao Hsii ^a   Lin, Hung Ta ^a   Tang, Tzu Yang ^a  

^a CHUNG YUAN CHRISTIAN UNIVERSITY   (Taiwan)

Author keywords

Cable stayed bridge; Nonlinear analysis; Shape finding

Indexed keywords

COMPUTATIONAL METHODS; NATURAL FREQUENCIES; STRESS CONCENTRATION; STRUCTURAL ANALYSIS; VIBRATIONS (MECHANICAL);

NONLINEAR ANALYSIS;

CABLE STAYED BRIDGES;

EID: 0036140922     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(01)00166-3     Document Type: Article

References (19)

1. 3-D nonlinear seismic behavior of cable-stayed bridges
2. Der E-modul von seilen unter beruecksichtigung des durchhanges
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4. Load balancing analysis of cable stayed bridges
5. Past, present and future of cable-stayed bridges
6. Dynamic analysis of cable-stayed bridges
7. Design of cable-stayed girder bridges
8. Initial shape of cable-stayed bridges
9. Parametric studies on cable-stayed bridges
10. Comparison study on the initial shapes of cable-stayed bridge
11. Design of Kao-Ping-Shi cable-stayed bridge