Numerical simulation of axially loaded concrete filled hollow steel section columns at elevated temperatures
Concrete filled hollow steel section columns exhibit various advantages over other materials for similar applications. These include improvement in the structural behaviour with high load bearing capacity for smaller cross-section, better appearance, rapid construction, and high fire resistance with...
Saved in:
Main Author: | Rizalman, Ahmad Nurfaidhi |
---|---|
Format: | Thesis |
Language: | English |
Published: |
2016
|
Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/77816/1/AhmadNurfaidhiRizalmanPFKA2016.pdf |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Behaviour of foamed concrete-filled steel hollow column under fire
by: Kado, Bishir
Published: (2020) -
Beam-to-column connection using hollow steel section for precast concrete frames
by: Majid, Mohamad Zaki
Published: (2010) -
Structural behaviour of concrete filled cold-formed steel channel wall panel under axial loading
by: Mohsan, Nor Maslina
Published: (2020) -
Numerical modelling on fibre reinforced polymer strengthened reinforced concrete beam at elevated temperature
by: Ahmad, Siti Jalilah
Published: (2020) -
Behavior of concrete-filled pvc tube columns under axial load
by: Abdulrazzaq Azeez, Alyaa
Published: (2018)