A New Method for Developing Seismic Collapse Fragility Curves Grounded on State-Based Philosophy
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s13296-020-00308-6.pdf
Reference29 articles.
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3. Baltzopoulos, G., Baraschino, R., Iervolino, I., & Vamvatsikos, D. (2017). SPO2FRAG: software for seismic fragility assessment based on static pushover. Bulletin of Earthquake Engineering,15(10), 4399–4425. https://doi.org/10.1007/s10518-017-0145-3.
4. Çavdar, Ö., & Bayraktar, A. (2014). Pushover and nonlinear time history analysis evaluation of a RC building collapsed during the Van (Turkey) earthquake on October 23, 2011. Natural Hazards,70(1), 657–673. https://doi.org/10.1007/s11069-013-0835-3.
5. Chopra, A. K., & Goel, R. K. (2004). A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings. Earthquake Engineering and Structural Dynamics,33(8), 903–927. https://doi.org/10.1002/eqe.380.
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