Capacity degradation and crack pattern development in a multi-storey unreinforced masonry building
A seismic assessment of a typical unreinforced masonry residential building without tie beams is presented in the paper. The numerical analysis was conducted according to the finite-element method using experimental data on the quality of the masonry constitutive elements and reinforced concrete. Th...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Croatian Association of Civil Engineers
2015-05-01
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| Series: | Građevinar |
| Online Access: | https://doi.org/10.14256/JCE.1191.2014 |