Initial shape of cable-stayed bridges-Reference-Cited by-同舟云学术

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Initial shape of cable-stayed bridges

Published:1993-03 Issue:6 Volume:46 Page:1095-1106
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Wang P.H.,Tseng T.C.,Yang C.G.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modelling and Simulation,Civil and Structural Engineering

Reference12 articles.

1. Cable Supported Bridges, Concept and Design;Gimsing,1983

2. Historical development of cable-stayed bridges;Podolny;J Struct. Div., ASCE,1972

3. Structural Analysis: A Unified Classical and Matrix Approach;Ghali,1978

4. Der E-Modul von Seilen unter Beruecksichtigung des Durchhanges;Ernst;Der Bauingenieur,1965

5. Nonlinear static analysis of cable-stayed bridges;Fleming;Comput. Struct.,1979

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1. Effect of Cable Vibrations on Cable-Stayed Bridges during Large Earthquakes;Journal of Bridge Engineering;2024-03

2. Cable force optimization of cable-stayed bridges: A surrogate model-assisted differential evolution method combined with B-Spline interpolation curves;Engineering Structures;2023-05

3. Optimization and control of cable forces in a hybrid beam cable-stayed bridge based on a distributed algorithm;Engineering Optimization;2023-04-10

4. Modeling and analysis of cable vibrations in cable-stayed bridges under near-fault ground motions;Engineering Structures;2023-02

5. Optimization of the cable forces of completed cable-stayed bridges with differential evolution method;Structures;2023-01

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