Behaviour of Precast Beam to Column Connection under Seismic Loading
This work is intended to study behaviour of precast beam to column connection under seismic loading. Most of the studies reported on precast beam-column joints are showing that they tend to behave poorly in regions high seismic activities. It has been recognized that the weakest part of a precast st...
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| Main Author: | |
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| Format: | Final Year Project |
| Language: | English |
| Published: |
IRC
2019
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| Subjects: | |
| Online Access: | http://utpedia.utp.edu.my/19388/1/neParahat%20Nepesov%2021541%20Final%20Report.pdf http://utpedia.utp.edu.my/19388/ |
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