Paper Title:
Performance-Based Seismic Design Approach for High Speed Railway Bridge
  Abstract

Performance objectives and contents of resistance verification for high speed railway bridge are embodied and quantified based on the theory of performance-based seismic design. The resistance verification is proposed, which can control the damage under design earthquake and ensure safety of the pier under low-level earthquake. The simplified capacity spectra method for calculating displacement ductility factor is proposed by using strength reduction factor. The method for evaluating damage of RC bridge pier in high-level earthquake is presented by using maximum displacement and hysteretic energy. The proposed approach and procedures for performance-based seismic design are easily to implement. The performance-based seismic design procedure is demonstrated by using an example.

  Info
Periodical
Advanced Materials Research (Volumes 383-390)
Chapter
Chapter 26: Modeling, Analysis, and Simulation of Manufacturing Processes III
Edited by
Wu Fan
Pages
6601-6607
DOI
10.4028/www.scientific.net/AMR.383-390.6601
Citation
X. C. Chen, X. S. Xia, L. L. Xing, "Performance-Based Seismic Design Approach for High Speed Railway Bridge", Advanced Materials Research, Vols. 383-390, pp. 6601-6607, 2012
Online since
November 2011
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Price
$32.00
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