Concrete-filled high strength steel tube stub columns after exposure to fire: testing, numerical modelling and design
This paper reports experimental and numerical investigations into the structural behaviour and residual capacity of concrete-filled high strength steel tube (CFHST) stub columns after exposure to fire. The experimental investigation was conducted on twelve square CFHST stub column specimens after ex...
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Main Authors: | , |
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格式: | Article |
語言: | English |
出版: |
2022
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在線閱讀: | https://hdl.handle.net/10356/161917 |
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機構: | Nanyang Technological University |
語言: | English |