The paper describes the behaviour ofa real steel structure collapsed under a fire event. 3D structural analyses were performed with SAFIR program (J-M Franssen, 2005). Different modellingare implemented with some fire load models and analyses of thebehaviour of the whole structure. The main purpose of this work was to investigate the failure types of a warehouse structure under fire conditions. Different fire conditions were applied to the steel frame sections, with ISOcurve (ISO EN 834-8:2002) and zone model approach. The analyses show that with unprotected steel sections, horizontal structures are more critical than columns. Trough applying a performance basedapproach,structure has 30 minutes of fire resistance
The paper presents the example of performance-based analysis for the existing large-space steel stru...
Current fire design models for time-temperature development within structural elements as well as fo...
The objective of this article is the illustration of the calculation of natural fires and fire resis...
The paper describes the behaviour ofa real steel structure collapsed under a fire event. 3D structur...
Following the events of September 11th 2001, understanding the performance of multi-storey buildings...
In the present article the failure behaviour of a steel, beam type element supported against fire by...
A great deal of understanding into the behaviour of composite steel-concrete structures in fire has ...
This work presents an analysis of the behaviour of different structural members under natural fires,...
Single-story steel buildings such as car parks and industrial halls are often characterised by stiff...
Fire following an earthquake (FFE) has become a major threat for building, particularly in seismic a...
This paper focuses on the structural analysis of a steel structure under fire loading. In this frame...
This paper describes the use of advanced analysis which accounts for both material and geometric non...
Although structurally significant building fires are rare events, their occurrence can cause substan...
The structural design of composite steel frame buildings in fire has traditionally been based on sin...
This paper presents an investigation on the structural analysis of a steel column exposed to a local...
The paper presents the example of performance-based analysis for the existing large-space steel stru...
Current fire design models for time-temperature development within structural elements as well as fo...
The objective of this article is the illustration of the calculation of natural fires and fire resis...
The paper describes the behaviour ofa real steel structure collapsed under a fire event. 3D structur...
Following the events of September 11th 2001, understanding the performance of multi-storey buildings...
In the present article the failure behaviour of a steel, beam type element supported against fire by...
A great deal of understanding into the behaviour of composite steel-concrete structures in fire has ...
This work presents an analysis of the behaviour of different structural members under natural fires,...
Single-story steel buildings such as car parks and industrial halls are often characterised by stiff...
Fire following an earthquake (FFE) has become a major threat for building, particularly in seismic a...
This paper focuses on the structural analysis of a steel structure under fire loading. In this frame...
This paper describes the use of advanced analysis which accounts for both material and geometric non...
Although structurally significant building fires are rare events, their occurrence can cause substan...
The structural design of composite steel frame buildings in fire has traditionally been based on sin...
This paper presents an investigation on the structural analysis of a steel column exposed to a local...
The paper presents the example of performance-based analysis for the existing large-space steel stru...
Current fire design models for time-temperature development within structural elements as well as fo...
The objective of this article is the illustration of the calculation of natural fires and fire resis...