Statistical model analysis of typical bridges considering the actual seismic damage observation database
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s43452-023-00720-9.pdf
Reference40 articles.
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3. Ramadan OMO, Mehanny SSF, Kotb AAM. Assessment of seismic vulnerability of continuous bridges considering soil-structure interaction and wave passage effects. Eng Struct. 2020;206:110161. https://doi.org/10.1016/j.engstruct.2019.110161.
4. Li SS, Wei B, Tan H, Li CB, Zhao XM. Equivalence of friction and viscous damping in a spring-friction system with concave friction distribution. J Test Eval. 2021;49(1):372–95. https://doi.org/10.1520/JTE20190885.
5. Perdomo C, Monteiro R, Sucuoğlu H. Development of fragility curves for single-column RC Italian bridges using nonlinear static analysis. J Earthquake Eng. 2020;26(5):2328–52. https://doi.org/10.1080/13632469.2020.1760153.
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