A Parametric Study of Fire-Damaged Reinforced Concrete Columns under Lateral Loads
Columns are the structural members of buildings that ensure structural stability. A fire can severely affect the columns' structural performance by degrading the properties of their constituent materials, thereby reducing the strength capacity, stiffness, and stability. In seismic zones, the k...
Main Authors: | M. Baghdadi, M. S. Dimia, D. Baghdadi |
---|---|
Format: | Article |
Language: | English |
Published: |
D. G. Pylarinos
2022-10-01
|
Series: | Engineering, Technology & Applied Science Research |
Subjects: | |
Online Access: | http://www.etasr.com/index.php/ETASR/article/view/5172 |
Similar Items
-
Behavior of reinforced concrete short columns exposed to fire
by: M. Mohamed Bikhiet, et al.
Published: (2014-09-01) -
Lateral load behavior of RC buildings exposed to fire: case study
by: Vail Karakale, et al.
Published: (2023-01-01) -
Structural Performance of Short Square Self Compacting Concrete Columns in Fire
by: Mohammed Mansour Kadhum Alkafaji
Published: (2015-01-01) -
Residual strength and strengthening capacity of reinforced concrete columns subjected to fire exposure by numerical analysis
by: Mohammed Hadeer Riyadh, et al.
Published: (2022-06-01) -
Experimental analysis of the spalling phenomenon in precast reinforced concrete columns exposed to high temperatures
by: A. M. GIL, et al.
Published: (2018-08-01)