Table of contents
On The Distortional Buckling, Post-Buckling And Strength of Cold-Formed Steel Lipped Channel Columns Under Fire Conditions
Alexandre Landesmann, Dinar CamotimThis paper reports the available results of an ongoing shell finite element investigation on the distortional buckling, post-buckling and ultimate strength behaviour of…
The Use of Adiabatic Surface Temperature to Design Structures For Fire Exposure
Ulf Wickström, Amanda Robbins, Greg BakerOngoing international collaborative research clearly demonstrates that the concept of adiabatic surface temperature is a simple single parameter to describe the complex convective…
Test Results and Model for the Residual Compressive Strength of Concrete After a Fire
Yi-Hai Li, Jean-Marc FranssenAn investigation into temperature induced degradation of the compressive strength of concrete including that under cooling phase is carried out. The paper gathers and reviews a…
Behaviour of R.C. Beams Under Elevated Temperature
G. Jayasree, M. Lakshmipathy, S. SanthanaselviConcrete is subjected to elevated temperature for short duration, long duration and cyclic heating on many occasions. The dramatic fire accidents/incidents have renewed the…
Structural Performance of Slim Beam Floor System in Fire
Sengkwan Choi, Faris Ali, Ali Nadjai, Sanghoon Han, Joungyoon ChoiThis paper presents a numerical study to predict the in-fire performance of slim floor system, composed of asymmetric steel beam, deep steel decking and in-situ concrete slab. The…
ISSN:
2040-2317Online date, start – end:
2010Copyright Holder:
Emerald Publishing LimitedOpen Access:
hybridEditor:
- Prof Faris Ali