Numerical analysis with joint model on RC assemblages subjected to progressive collapse
The behaviour of structures subjected to progressive collapse is typically investigated by introducing column-removing scenarios. Previous experimental results show that large-deformation performances of reinforced concrete (RC) assemblages under a middle column removal scenario (MCRS) involve disco...
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| Main Authors: | , |
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| 格式: | Article |
| 語言: | English |
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2014
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| 在線閱讀: | https://hdl.handle.net/10356/103372 http://hdl.handle.net/10220/24474 |
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