Seismic behavior of reinforced concrete columns with lightly transverse reinforcement
Reinforced concrete columns which are designed on non-seismic details have been known to be vulnerable to shear failure during earthquakes. The axial loads that arise from a combination of framing action of multiple column system and vertical ground motion experience a considerable change which cons...
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Format: | Final Year Project |
Language: | English |
Published: |
2009
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Online Access: | http://hdl.handle.net/10356/16155 |
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Institution: | Nanyang Technological University |
Language: | English |