Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method-Reference-Cited by-同舟云学术

Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method

Published:2000-01 Issue:1 Volume:74 Page:1-9
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Chen D.W.,Au F.T.K.,Tham L.G.,Lee P.K.K.

Publisher

Elsevier BV

Subject

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

Reference8 articles.

1. Analysis of secondary stresses in prestressed concrete cable-stayed bridges due to creep. Shanghai Institute of Design and Research in Municipal Engineering, Shanghai, 1983 (in Chinese)

2. Studies on optimization of cable prestressing for cable-stayed bridges;Furukawa,1987

3. Optimum tensioning of cable-stays;Lu;Chinese Journal of Highway and Transport,1990

4. Optimization of cable-stayed bridges with box-girder decks;Simões,1997

5. Optimization of cable-stayed bridges with three-dimensional modelling;Negrão;Computers and Structures,1997

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