Experimental studies on the behaviour of non_seismically detailed reinforced concrete column

Post earthquake and experimental research have shown that old reinforced concrete structures which are designed based on non-seismic details are vulnerable to shear failure during earthquakes. Shear failure can lead to a reduction in building lateral strength, change in inelastic deformation mechani...

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Bibliographic Details
Main Author: Lim, Marvin Wei Sheng.
Other Authors: Li Bing
Format: Final Year Project
Language:English
Published: 2010
Subjects:
Online Access:http://hdl.handle.net/10356/39577
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Institution: Nanyang Technological University
Language: English
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