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Information Journal Paper

Title

SEISMIC PERFORMANCE EVALUATION OF BRIDGES USING DISPLACEMENT BASED APPROACH

Pages

  51-67

Abstract

 Because of importance of BRIDGEs in lifelines, DAMAGE evaluation of BRIDGEs in earthquakes and strengthening methods is most important object in scientific researches. This study is intended to evaluate and compare two methods that provided by FEMA 273 guidelines and UCSD test results. These two methods was compared in two models (steel & concrete BRIDGE) with analytical procedure (using nonlinear static procedure/capacity spectrum method). Analysis was performed using two levels of seismic load intensities: Design Base Earthquake (DBE) & Maximum Considerable Earthquake (MCE). In final, NSP method compared with nonlinear time history analysis that is most accurate procedures for evaluation of nonlinear response of structures.

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    APA: Copy

    MIRHABIBI, M., & RAHAEI, A.R.. (2006). SEISMIC PERFORMANCE EVALUATION OF BRIDGES USING DISPLACEMENT BASED APPROACH. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), 32(1 (42) CIVIL ENGINEERING), 51-67. SID. https://sid.ir/paper/43859/en

    Vancouver: Copy

    MIRHABIBI M., RAHAEI A.R.. SEISMIC PERFORMANCE EVALUATION OF BRIDGES USING DISPLACEMENT BASED APPROACH. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ)[Internet]. 2006;32(1 (42) CIVIL ENGINEERING):51-67. Available from: https://sid.ir/paper/43859/en

    IEEE: Copy

    M. MIRHABIBI, and A.R. RAHAEI, “SEISMIC PERFORMANCE EVALUATION OF BRIDGES USING DISPLACEMENT BASED APPROACH,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TABRIZ), vol. 32, no. 1 (42) CIVIL ENGINEERING, pp. 51–67, 2006, [Online]. Available: https://sid.ir/paper/43859/en

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