Development of empirical fragility curves for nonstructural components
Generally, components that do not significantly contribute to resisting lateral or vertical loads are categorized as non-structural components. Before 1970s, only structural components of buildings such as beams and columns are designed to against earthquake. However, it is found in several seismic...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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2015
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| Online Access: | http://hdl.handle.net/10356/63659 |