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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Bibliographic Details
Main Author: Qi, Huiyang
Other Authors: Ning Chao-Lie
Format: Final Year Project
Language:English
Published: 2015
Subjects:
Online Access:http://hdl.handle.net/10356/63659
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Institution: Nanyang Technological University
Language: English