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Cable force optimization of a curved cable-stayed bridge with combined simulated annealing method and cubic B-Spline interpolation curves

  • Published:2019-12 Issue: Volume:201 Page:109813
  • ISSN:0141-0296
  • Container-title:Engineering Structures
  • language:en
  • Short-container-title:Engineering Structures

Author:

Guo Junjun,Yuan Wancheng,Dang Xinzhi,Alam M. Shahria

Funder

China Scholarship Council

Ministry of Science and Technology of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference29 articles.

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

2. Calibration of initial cable forces in cable-stayed bridge based on Krigingapproach;Zhang;Finite Elem Anal Des,2014

3. Lophaven SN, Nielsen HB, Sondergaard J. DACE a Matlab Kring toolbox[EB/OL]. http://www2.imm.dtu.dk/~hbn/dace/ [19.02.2005].

4. 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

5. Optimization of cable tensioning in cable-stayed bridges;Janjic;J Bridge Eng,2003
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