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author:

Liang, W. (Liang, W..) [1] | Zhuo, W. (Zhuo, W..) [2]

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Scopus

Abstract:

Aiming at the current problems that the existing bridge structure reliability analysis model is solved slowly and it is difficult to find the global optimal solution and other issues. This paper put forward a kind of reliability analysis model of bridge structure based on improved simulated annealing algorithm, reduced the computational complexity of the inner loop to optimize the disturbance mode, used adaptive cooling control strategy to improve annealing process speed, used the effective offset to improve the solving way. Simulation results showed that the reliability analysis model of bridge structure this paper proposed which based on improved simulated annealing algorithm had better performance, and had certain feasibility and accuracy. © 2014 CAFET-INNOVA TECHNICAL SOCIETY. All rights reserved.

Keyword:

Annealing speed optimized; Disturbance model; Improved simulated annealing algorithm; Reliability analysis of bridge structure

Community:

  • [ 1 ] [Liang, W.]School of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China
  • [ 2 ] [Liang, W.]Fujian Chuanzheng Communications College, Fuzhoum, Fujian 350007, China
  • [ 3 ] [Zhuo, W.]School of Civil Engineering, Fuzhou University, Fuzhou, Fujian 350108, China

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Source :

International Journal of Earth Sciences and Engineering

ISSN: 0974-5904

Year: 2015

Issue: 1

Volume: 8

Page: 261-265

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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