Effect of cable stiffness on a cable-stayed bridge

Structural Engineering and Mechanics

Volumn 8, Issue 1, 1999, Pages 27-38

  Wang, Yang Cheng ^a  

^a DEPARTMENT OF PHYSICS   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE DECKS; CABLE STAYED BRIDGES; DEFORMATION; ELASTIC MODULI; FINITE ELEMENT METHOD; NUMERICAL ANALYSIS; NUMERICAL METHODS;

CABLE STIFFNESS; NONLINEAR EFFECT;

STIFFNESS;

EID: 0033164957     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.1999.8.1.027     Document Type: Article

References (10)

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3. Beer, Ferdinand P. and Johnston, E. Russell, Jr. (1995), Vector Mechanics for Engineers: Static, Fifth Edition, McGraw-Hill.
4. Broughton, Peter and Ndumbaro, Paul (1994), The Analysis of Cable & Cantenary Structures, Thomas Telford.
5. Ermopoulos, J. CH., Vlahinos, A.S. and Wang, Y.-C. (1992), "Stability analysis of cable-stayed bridges", Computers & Structures, 44(5), 1803-1809.
6. Mojeski and Master (1983), "Structural drawing of the Qunicy Bayview Bridge", Mojeski and Master Consulting Engineering, Marrisburg, Pennsylvania.
7. Shu, H.-S. and Wang, Y.-C. (1997), "Nonlinear static analysis of cable-stayed bridges", Proceeding of the ANSYS User Conference, Taiwan, 2, 1-8.
8. Tang, M.C. (1972), "Design of cable-stayed girder bridges", Journal of the Structural Division, ASCE ST8, 1780-1802.
9. Vlahinos, A.S., Ermopoulos, J. CH. and Wang, Y.-C. (1993), "Buckling analysis of steel arch bridges", Journal of Constructional Steel Research, 26, 59-71.
10. Wang, Y.-C. and Hua, C.-H. (1998), "Effects on number of cables for modal analysis of cable-stayed bridges", Proceedings of the 16th International Modal Analysis Conference, Feb., 1374-1380.