Mechanics based solution for predicting deflection and ultimate load of ordinary and plated-reinforced concrete beams
Most design codes available today use full-interaction moment-curvature analysis to determine the deflection and moment capacity of reinforced concrete (RC) beams. This has been achieved by calibrating design equations with hundreds of lab tests to ensure their validity. While this...
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| 主要作者: | |
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| 格式: | Thesis |
| 語言: | English |
| 出版: |
2019
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| 主題: | |
| 在線閱讀: | http://psasir.upm.edu.my/id/eprint/84362/1/FK%202019%20115%20-%20ir.pdf |
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