Structural behavior of CHS T-joints subjected to brace in-plane bending at elevated temperatures
Fire resistance of steel joints is one of the major concerns when designing structures against extreme hazards. However, little information is available for Circular Hollow Section (CHS) joints in fire condition, especially forT-joints. In order to gain greater insight into the static behaviour ofCH...
| Main Authors: | , , |
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| Other Authors: | |
| Format: | Conference Paper |
| Language: | English |
| Published: |
2013
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| Online Access: | https://hdl.handle.net/10356/98320 http://hdl.handle.net/10220/13417 |