Construction sequence analysis of long-span cable-stayed bridges

Author:

Granata Michele Fabio,Longo Giuseppe,Recupero Antonino,Arici Marcello

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference21 articles.

1. Initial shape of cable-stayed bridges;Wang;Comput Struct,1993

2. Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method;Chen;Comput Struct,2000

3. The unit load method-Some recent application;Janjic,2002

4. Xiao R, Jia L, Song X, Xiang H. Influence matrix method of cable tension optimization for long span cable-stayed bridges. In: Proc., IABSE Conf. on Cable-Supported Bridges, International Association for Bridge and Structural Engineering, Lisbon, Portugal, 2001.

5. Chen WF, Duan L. Bridge engineering handbook Han D, Yan Q, editors. Washington: CRC Press; 1999 [chapter 58].

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