Seismic Fragility Analysis of RC Isolated Continuous Girder Bridge Using Radial Basis Function Neural Network

Article Preview

Abstract:

To approximate the correlating mathematical relationship between many earthquake records PGA and the responses of bridge structures with minimum efforts and without loss of accuracy, an artificial neural network-based method is proposed in combination with LHS and IDA method. This method is employed to conduct the seismic fragility analysis of RC isolated continuous girder bridge. To investigate the suitability of this approach, the results of the new approach are compared to those obtained by the Cloud method. The comparison shows that the new method is more efficient and reliable.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1473-1478

Citation:

Online since:

June 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Feng Qinghai, Yuan Wancheng. Comparative study on BP neural network and RBF neural network in performance evaluation of seismic resistance for pier columns. Structural Engineers, 2007, 23(5).

Google Scholar

[2] Bi Weihua, Tan Xiaohui, Hou Xiaoliang, WangWei. Reliability analysis of slope based on RBF neural network. Chinese Journal of Underground Space and Engineering, 2010, 6(2): 423-428.

Google Scholar

[3] Feng Qinghai. Safety evaluation for the concrete filled steel tube arch bridge on RBF neural network. Wuhan University of Technology, (2005).

Google Scholar

[4] Bi Weihua. Research on the method of intelligent response surface reliability analysis of slope stability. Hefei University of Technology, (2010).

Google Scholar

[5] Xiao Hong Long, Bei Lei Chen, Jian Jun Li. SVM based seismic fragility analysis for RC isolated continuous girder bridge. Advanced Materials Research, 2013, 800: 229-235.

DOI: 10.4028/www.scientific.net/amr.800.229

Google Scholar

[6] H·Hwang, Liu Jingbo. Seismic fragility analysis of reinforced concrete bridges. China Civil Engineering Journal, 2004: 37(6).

Google Scholar

[7] Jian Zhang, Yili Huo. Evaluating effectiveness and optimum design of isolation devices for highway bridges using the fragility function method. Engineering Structures, 2009, 31: 1648-1660.

DOI: 10.1016/j.engstruct.2009.02.017

Google Scholar

[8] Liu Jingbo, Liu Yangbing, Yan Qiushi, Han Qiang. Performance-based seismic fragility analysis of CFST frame structures. Engineering Structures, 2010, 43(2) : 39-4.

Google Scholar