Behavior of corner slab-column connections in irregular flat plate floors under gravity and bidirectional lateral loading

The structural behaviors of rectangular slab-column connections in modern flat plate structures are still unclear due to currently limited experimental data. One of the unclear aspects is the design value of transferred unbalanced moments, which are critical contributor to the connection shear stres...

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書目詳細資料
主要作者: Soerya Widjaja
其他作者: Teng Susanto
格式: Theses and Dissertations
語言:English
出版: 2010
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在線閱讀:https://hdl.handle.net/10356/35569
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