Progressive collapse of reinforced concrete building structures
Progressive collapse resistance of reinforced concrete (RC) building structures can be assessed using column loss scenarios. The loss of either a penultimate-internal (PI) or a penultimate-external (PE) column is the most critical scenario since it leaves the associated beam-slab floor structures wi...
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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: | http://hdl.handle.net/10356/51186 |
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