Investigationon the Seismic Behavior of Cable-Stayed Bridges Using Incremental Static Analysis - Volume 5 Number 6 (Dec. 2013) - IJET
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General Information
Editor-in-chief
Prof. T. Hikmet Karakoc
Anadolu University, Faculty of Aeronautics and Astronautics, Turkey

IJET 2013 Vol.5(6): 685-688 ISSN: 1793-8236
DOI: 10.7763/IJET.2013.V5.642

Investigationon the Seismic Behavior of Cable-Stayed Bridges Using Incremental Static Analysis

Morteza Fadaee, Hossein Khatami, Mahdi Vajdian, Mostafa Fadaee, and Mohammad J. Fadaee
Abstract—Thispaper evaluates the seismic behavior of three different cable-stayed bridge types. The three types of cable-stayed bridge (fan, semi-harp and harp) have been modeled in a finite element computer program and analyzed with the nonlinear static method. The main purpose of this work is controlling the displacement of the top point of the bridge’s tower. The natural period and the maximumdisplacement of these three bridge types are compared. In addition, the models are compared for two different loading patterns.

Index Terms—Cable-stayed bridges, displacement, nonlinear analysis, seismic behavior

The authors are with the Civil Eng. Dept., Shahid Bahonar Univ. of Kerman, Kerman, Iran (e-mail: morteza.fadaee@gmail.com, h.khatami90@gmail.com, m.vajdian@gmail.com, mostafa.fadaee@gmail.com, mjfadaee@uk.ac.ir).

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Cite:Morteza Fadaee, Hossein Khatami, Mahdi Vajdian, Mostafa Fadaee, and Mohammad J. Fadaee, "Investigationon the Seismic Behavior of Cable-Stayed Bridges Using Incremental Static Analysis," International Journal of Engineering and Technology vol. 5, no. 6, pp. 685-688, 2013.

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