Numerical study on reinforced concrete beam-column frames in progressive collapse
The objective of current research is to numerically investigate the deformation behaviour of reinforced concrete (RC) beam-column framed structures subjected to destructive external loading. Firstly, besides the conventional uniaxial concrete models to predict flexural failures, a unified plasticity...
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| 格式: | Theses and Dissertations |
| 語言: | English |
| 出版: |
2013
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| 主題: | |
| 在線閱讀: | https://hdl.handle.net/10356/54945 |
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| 機構: | Nanyang Technological University |
| 語言: | English |