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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| 格式: | Final Year Project |
| 語言: | English |
| 出版: |
2010
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| 主題: | |
| 在線閱讀: | http://hdl.handle.net/10356/39577 |
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| 機構: | Nanyang Technological University |
| 語言: | English |