Assessment of performance of retrofitted masonry walls under seismic loading
Many unreinforced masonry (URM) buildings in the world suffer from damage or collapse in the event of an earthquake due to insufficient strength or ductility. This deficiency has led to an increasing demand for feasible techniques to upgrade the performance of URM buildings. As such, extensive damag...
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| 格式: | Final Year Project (FYP) |
| 語言: | English |
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2009
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| 在線閱讀: | http://hdl.handle.net/10356/16641 |