Behavior of CFT steel columns damaged by thermal shock
Experimental evaluation of the structural behavior of concrete-filled tubular (CFT) circular steel columns under the combined effects of axial and cyclic lateral loads is costly and challenging. Therefore, this study provides a nonlinear finite element analysis (NLFEA) of fourteen models for thermal...
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| Format: | Article |
| Language: | English |
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Peter the Great St. Petersburg Polytechnic University
2021-12-01
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| Series: | Magazine of Civil Engineering |
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| Online Access: | http://engstroy.spbstu.ru/article/2021.108.08/ |