Table of contents
An Experimental and Numerical Study on the Behavior of High Strength Concrete Columns in Fire Subjected to High Restraint
Faris Ali, Ali Nadjai, S. ChoiThe first part of this paper represents the results of an experimental research executed on 42 high strength concrete columns. The parametric study investigated high strength…
Effect of Elevated Temperatures on Flexural Behaviour of Hybrid Fibre Reinforced High Strength Concrete
Kazuo Watanabe, Mugume Bangi, Takashi HoriguchiThe structural properties of concrete have been studied most widely as a function of compressive strength at elevated temperature. However, only a limited number of studies have…
Thermo-Structural Analysis of an Open Section Cold-Formed Steel Beam in Contact with a Concrete Slab and a Masonry Wall in Fire Situation
Saulo Almeida, Ronaldo Rigobello, Jorge Neto, Valdir SilvaThis work presents the results of numerical analyses, both thermal and structural, of a pinned-pinned open cross section of a "U-shaped" cold-formed steel beam in a fire…
Axially Loaded Stainless Steel Columns in Case of Fire
Nuno Lopes, Paulo Real, Luís da Silva, Jean-Marc FranssenThe simple model of Eurocode 3, for the fire resistance evaluation of stainless steel members, are based on the procedures used for carbon steel structural elements. However, due…
A Review of Models for the Charring Rate of Solid Wood, Nail- and Glue- Laminated Structural Members
Kathinka FriquinSimple calculation models for charring rate of solid wood, nail- and glue-laminated structural elements for use in fire design of wooden structures have been compared with test…
ISSN:
2040-2317Online date, start – end:
2010Copyright Holder:
Emerald Publishing LimitedOpen Access:
hybridEditor:
- Prof Faris Ali