Seismic Vulnerability Analysis of Multi-main-span High Pier Continuous Rigid-frame Bridge in Terms of Cloud Method

Author:

Zhao Jingang,Jia Hongyu,Zhan Yulin

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference54 articles.

1. Aviram A, Mackie KR, Stojadinović B (2008) Guidelines for nonlinear analysis of bridge structures in California. PEER Report No. 2008-03, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, USA

2. Baker JW (2007) Quantitative classification of near-fault ground motions using wavelet analysis. Bulletin of the Seismological Society of America 97(5):1486–1501, DOI: https://doi.org/10.1785/0120060255

3. Baker JW, Cornell CA (2006) Vector-valued ground motion intensity measure for probabilistic seismic demand analysis. PEER Report No. 2006-08, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, USA

4. Billah AHMM, Alam MS (2015) Seismic fragility assessment of highway bridges: A state-of-the-art review. Structure and Infrastructure Engineering 11(6):804–832, DOI: https://doi.org/10.1080/15732479.2014.912243

5. Billah AHMM, Alam MS (2021) Seismic fragility assessment of multi-span concrete highway bridges in British Columbia considering soil-structure interaction. Canadian Journal of Civil Engineering 48(1):39–51, DOI: https://doi.org/10.1139/cjce-2018-0667

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