Experimental and numerical study on unsymmetrically-loaded short beam subjected to fire
The risk of shear failure at fire condition has been demonstrate over the years by past fire incidents. However, little attention has been given to the shear capacity of the RC elements as it should be ensured in structural fire design. Most structural fire design codes and guidelines to date for RC...
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| Format: | Final Year Project (FYP) |
| Language: | English |
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2019
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| Online Access: | http://hdl.handle.net/10356/77673 |