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...

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Bibliographic Details
Main Authors: Nguyen, M. P., Tan, K. H., Fung, Tat Ching
Other Authors: School of Civil and Environmental Engineering
Format: Conference or Workshop Item
Language:English
Published: 2013
Online Access:https://hdl.handle.net/10356/98320
http://hdl.handle.net/10220/13417
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Institution: Nanyang Technological University
Language: English