Triple-girder model for modal analysis of cable-stayed bridges with warping effect-Reference-Cited by-同舟云学术

Triple-girder model for modal analysis of cable-stayed bridges with warping effect

Published:2000-10 Issue:10 Volume:22 Page:1313-1323
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhu L.D,Xiang H.F,Xu Y.L

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference10 articles.

1. Ereiba HA. The dynamic behavior of cable-stayed bridges. PhD thesis. Sheffield: Department of Civil and Structural Engineering, University of Sheffield, 1979.

2. Mathematical modeling of cable-stayed bridges for computer analysis;Yiu,1987

3. Mathematical modeling of cable-stayed bridges;Kanok-Nukulchai;Struct. Eng. Int.,1992

4. Dynamic analysis of the International Guadiana Bridge;Branco;Struct. Eng. Int.,1993

5. A stiffness matrix for geometric non-linear analysis;Yang;J. Struct. Eng., ASCE,1986

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