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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格式: | Theses and Dissertations |
語言: | English |
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2008
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在線閱讀: | http://hdl.handle.net/10356/12105 |
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