Add to ORKGIn this paper the failure mechanisms in fire of single-storey haunched portal frames, subject to different support conditions at their column bases, are investigated using a simplified dynamic solution procedure which has been developed. These studies are used to evaluate a current design method. 1
Single-story steel buildings such as car parks and industrial halls are often characterised by stiff...
AbstractThis paper presents a numerical study concerning the behavior of hollow sections steel porta...
The design principles for high strength steel (HSS) structures exposed to fire are under development...
For single-storey steel portal frames in fire, especially when they are situated close to a site per...
This paper describes a study into the fire behaviour of steel portal frame buildings at elevated te...
This paper describes a study into the fire behaviour of steel portal frame buildings at elevated tem...
This paper describes a study into the fire behaviour of steel portal frame buildings at elevated tem...
This paper describes a study into the fire behaviour of steel portal frame buildings at elevated tem...
This paper describes a study into the fire behaviour of steel portal frame buildings at elevated tem...
This paper describes a study into the fire behaviour of steel portal frame buildings at elevated tem...
In most regulations, the surface of a compartment of an industrial building is limited to a certain ...
In the UK, single-storey steel buildings account for over half of the constructional steelwork due t...
Industrial portal frames near to other buildings must keep their vertical walls standing in fire in ...
To protect human lives and prevent against failure of structures, the collapse of industrial buildin...
In the UK, the design of steel portal frame buildings in fire is based on the Steel Construction Ins...
Single-story steel buildings such as car parks and industrial halls are often characterised by stiff...
AbstractThis paper presents a numerical study concerning the behavior of hollow sections steel porta...
The design principles for high strength steel (HSS) structures exposed to fire are under development...
For single-storey steel portal frames in fire, especially when they are situated close to a site per...
This paper describes a study into the fire behaviour of steel portal frame buildings at elevated te...
This paper describes a study into the fire behaviour of steel portal frame buildings at elevated tem...
This paper describes a study into the fire behaviour of steel portal frame buildings at elevated tem...
This paper describes a study into the fire behaviour of steel portal frame buildings at elevated tem...
This paper describes a study into the fire behaviour of steel portal frame buildings at elevated tem...
This paper describes a study into the fire behaviour of steel portal frame buildings at elevated tem...
In most regulations, the surface of a compartment of an industrial building is limited to a certain ...
In the UK, single-storey steel buildings account for over half of the constructional steelwork due t...
Industrial portal frames near to other buildings must keep their vertical walls standing in fire in ...
To protect human lives and prevent against failure of structures, the collapse of industrial buildin...
In the UK, the design of steel portal frame buildings in fire is based on the Steel Construction Ins...
Single-story steel buildings such as car parks and industrial halls are often characterised by stiff...
AbstractThis paper presents a numerical study concerning the behavior of hollow sections steel porta...
The design principles for high strength steel (HSS) structures exposed to fire are under development...