Seismic Vulnerability Assessment of Stone Arch Bridges by Nonlinear Dynamic Analysis Using Discrete Element Method
Author:
Affiliation:
1. Department of Civil Engineering, Islamic Azad University Science and Research Branch, Tehran, Iran
2. Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran
Publisher
Informa UK Limited
Subject
Visual Arts and Performing Arts,Architecture,Conservation
Link
https://www.tandfonline.com/doi/pdf/10.1080/15583058.2022.2071182
Reference41 articles.
1. Seismic resistance of dry stone arches under in-plane seismic loading
2. Experimental frequencies and damping ratios for historical masonry arch bridges
3. Nonlinear soil deformability effects on the seismic damage mechanisms of brick and stone masonry arch bridges
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