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A platform for research: civil engineering, architecture and urbanism
Fire protection problems in multi-storey mechanical car parks
Calculations are presented to show that maximum fire resistance required in these structures is one hr; columns, beams, walls and floors which contribute to stability of structure as whole, should have same standard of fire resistance; gasoline filling facilities should be external to building; car park should be separate cell which is completely sealed-off from fire in any other occupancy within block; active fire fighting measures.
Fire protection problems in multi-storey mechanical car parks
Calculations are presented to show that maximum fire resistance required in these structures is one hr; columns, beams, walls and floors which contribute to stability of structure as whole, should have same standard of fire resistance; gasoline filling facilities should be external to building; car park should be separate cell which is completely sealed-off from fire in any other occupancy within block; active fire fighting measures.
Fire protection problems in multi-storey mechanical car parks
Civ Eng (Lond)
Langdon-Thomas, G.J. (author)
1961
Article (Journal)
English
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