Shear strength prediction of deep beams using strut-and-tie method

The main objective of the study was to predict the ultimate shear strength of reinforced concrete deep beams using a proposed analytical strut-and-tie model and finite element method. Many of the current design codes of practice are still based on empirical equations and are conservative, therefore...

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書目詳細資料
主要作者: Wong, Shirley Chin Ling.
其他作者: Ting, Seng Kiong
格式: Theses and Dissertations
語言:English
出版: 2008
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在線閱讀:http://hdl.handle.net/10356/12105
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