Seismic Fragility Assessment of Local and Global Failures in Low-rise Non-ductile Existing RC Buildings: Empirical Shear-Axial Modelling vs. ASCE/SEI 41 Approach
The brittle behavior of older non-ductile reinforced concrete buildings such as shear-axial failure in columns can cause lateral instability or gravity collapse. Hence, the attempt is to assess the collapse potential through fragility curves. Current research focuses on fragility assessment of these...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Pouyan Press
2018-01-01
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| Series: | Computational Engineering and Physical Modeling |
| Subjects: | |
| Online Access: | http://www.jcepm.com/article_59794_b27b6dc881ae33530cd8035a31ba3317.pdf |