Table of contents
Predicting fire resistance of SRC columns through gene expression programming
Meisam Hassani, Mohammad Safi, Reza Rasti Ardakani, Amir Saedi DaryanThis paper aims to predict the fire resistance of steel-reinforced concrete columns by application of the genetic algorithm.
Properties of quenched and self-tempered reinforcing steel subjected to high temperature and different cooling conditions
Izabela Hager, Stanisław Kańka, Mariusz MaślakThe study presents test results concerning the impact of high temperature and different cooling conditions on the mechanical properties of quenched and self-tempered reinforcing…
A review on utilization of different concretes as in-filled steel hollow column subjected to fire loading
Nurizaty Zuhan, Mariyana Aida Ab Kadir, Muhammad Najmi Mohamad Ali Mastor, Shek Poi Ngian, Abdul Rahman Mohd. SamConcrete-filled steel hollow (CFHS) column is an innovation to improve the performance of concrete or steel column. It is believed to have high compressive strength, good…
Post-thermal properties of Portland cement concrete made with copper slag as fine aggregates
N. Suresh, Manjunatha M.The purpose of this paper is to investigate the effect of elevated temperature on mechanical and physical properties of concrete specimens obtained by substituting the river sand…
Performance of fire protective coatings on structural steel member exposed to high temperature
H.M. Iqbal Mahmud, Autri Mandal, Sudip Nag, Khalid A.M. MoinuddinThe purpose of this study is to investigate the performance of fire protective materials in protecting steel section. A new indexing system is introduced, named as fire endurance…
Residual shear capacity of cold-formed steel-to-sheathing screwed connections at elevated temperatures
Kun Liu, Wei Chen, Jihong Ye, Jian Jiang, Wenwen Chen, Mingyue ZhaoMost previous thermal-mechanical modeling of cold-formed steel (CFS) walls did not consider the failure of screwed connections under fire conditions because of the limited data of…
A comparison between CFD and thermal-structural analysis of structural steel members subjected to fire
Muhannad R. Alasiri, Mustafa MahamidStandard fire resistance curves such as ASTM E119 have been used for so long in structural fire practice. The issue with use of these curves that they do not represent real fire…
ISSN:
2040-2317Online date, start – end:
2010Copyright Holder:
Emerald Publishing LimitedOpen Access:
hybridEditor:
- Prof Faris Ali