Literature

Fire protection

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Design guide for structural hollow section columns exposed to fire L Twilt et al, 1995
Only available in swedish.
	Nr. P150	Price: 400:-	Members: 280:-	Copies:

Structural Steel Fire Design A Ranby, T Inha, J Myllymäki, 2000
This book of structural steel and fire design is an initiative of the Nordic steel associations, represented by the Finnish Constructional Steelwork Association (FCSA), the Norweigan Steel Association (NS), and the Swedish institute of steel construction (SBI), to develop a common guide for the fire safety design of steel structures in buildings.
Publ 134 ENsum.pdf (0 kb)
	Nr. P134	Price: 700:-	Members: 490:-	Copies:

Fire Risk Evaluation and Cost Benefit of Fire Protective Measures in Industrial Buildings G Sedin, J Thor, 1979
The last years increased fire losses within industry accentuate the need of methods for economic optimisation of the fire protection in industrial buildings. Knowledge of the factors of significance for fire loss in industrial buildings will form the base for such optimisations and in the paper some factors of significans are recognized. The expected benefit to cost relationship on a national level as well as for individual objects of some fire protective measures are discussed. Finally some principles for evaluation of the overall fire risk in industrial buildings are discussed and the practical application of a functionally based method for such an evaluation is illustrated by some examples.
	Nr. P064	Price: 200:-	Members: 140:-	Copies:

Basic information from an Investigation of Industrial Fires G Sedin, J Thor, 1978
	Nr. P061	Price: 400:-	Members: 280:-	Copies:

Structural Fire Design of Thin Walled steel Sections A Ranby, 1998
	Nr. R210:5	Price: 100:-	Members: 70:-	Copies:

Structural Fire Design of Thin Walled Steel Sections A Ranby, 1999
The aim of this thesis is to study the structural fire behaviour of thin walled steel sections; to find the actual steel temperature; how it varies across the steel sections and the phenomena of local buckling at elevated steel temperatures. The flexural buckling and torsional-flexural buckling load bearing resistances have also been studied. By using this information a method to design thin walled steel columns at elevated temperature has been developed.
R188,5_summary.pdf (0 kb)
	Nr. R188:5	Price: 300:-	Members: 210:-	Copies:

Research and Development with Application to Fire Protection of Steel Structures J Thor, 1978
	Nr. R083:1	Price: 200:-	Members: 140:-	Copies:

Behaviour of Steel Structures Exposed to Fire J Thor, 1972
	Nr. R053:1	Price: 200:-	Members: 140:-	Copies:

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