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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书目详细资料
主要作者: Nepesov, Parahat
格式: Final Year Project
语言:English
出版: IRC 2019
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在线阅读:http://utpedia.utp.edu.my/19388/1/neParahat%20Nepesov%2021541%20Final%20Report.pdf
http://utpedia.utp.edu.my/19388/
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