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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Bibliographic Details
Main Author: Seah, Clarisse Xuanli.
Other Authors: Li Bing
Format: Final Year Project (FYP)
Language:English
Published: 2009
Subjects:
Online Access:http://hdl.handle.net/10356/16641