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 (FYP) |
| Language: | English |
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2009
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| Online Access: | http://hdl.handle.net/10356/16155 |