Numerical and experimental study on structural behavior of restrained CHS T-joints in transient fire tests
Experimental and numerical studies have been conducted to investigate the structural behavior of restrained circular hollow section (CHS) T-joints subject to fire. Four CHS T-joints having two different brace-to-chord diameter ratios, 0.47 and 0.69, were tested subject to two kinds of loading: axial...
Main Authors: | Zhang, Y., Nguyen, Minh Phuong, Fung, Tat Ching, Tan, Kang Hai |
---|---|
Other Authors: | School of Civil and Environmental Engineering |
Format: | Journal Article |
Language: | English |
Published: |
2023
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/169132 |
Similar Items
-
Structural Behavior of CHS T-Joints Subjected to Static In-Plane Bending in Fire Conditions
by: Fung, Tat Ching, et al.
Published: (2016) -
Structural behaviour of CHS T-joints subjected to brace axial compression in fire condition
by: Tan, Kang Hai, et al.
Published: (2015) -
Numerical study of circle hollow section (CHS) Y-joints in fire (ST-25AB)
by: Deng, Yue
Published: (2013) -
The behaviour of buckling restrained brace system at elevated temperature
by: Talebi, Elnaz
Published: (2024) -
Fire appliances replacement system at the Fire and Rescue Department Malaysia
by: Tuan Muda, Tuan Ab Rahman
Published: (1999)