displaying 91 - 100 results in total 1895
United Nations Economic Commission for Europe
view article (1.0)United Nations Economic Commission for Europe/Timber Committee. Behavior of Wood Products in Fire. March 22-25, 1977, Pergamon Press Inc., Elmsford, NY, Oxford, England, 213 p., 1977Cluzel, D.
view article (1.0)Behavior of Plastics Used in Construction at High Temperatures.U. T. I., St-Remy-les-Chevreuse, FranceRILEM 44 PHTRILEM 44 PHT
May 1982
75 p.Thompson, C. R.
view article (1.0)Fire Spread on Exposed and Concealed Surfaces and the Role of Fire Retardants.Canadian Wood Council, Ottawa, CanadaTimber Committee of the United Nations Economic Commission for Europe. Behavior of Wood Products in Fire. March 22-25, 1977, Pergamon Press Inc., Elmsford, NY, Oxford, England, 31-46 p., 1977Sunley, J. G.
view article (1.0)Design Concepts for Fire-Resisting Constructions.Timber Research and Development Association, High Wycombe, EnglandTimber Committee of the United Nations Economic Commission for Europe. Behavior of Wood Products in Fire. March 22-25, 1977, Pergamon Press Inc., Elmsford, NY, Oxford, England, 95-101 p., 1977Buchan, R. B.
view article (1.0)Effect of United States Building Code Fire Regulations on Wood Construction.National Forest Products Assoc., Washington, DCTimber Committee of the United Nations Economic Commission for Europe. Behavior of Wood Products in Fire. March 22-25, 1977, Pergamon Press Inc., Elmsford, NY, Oxford, England, 107-114 p., 1977Wilson, R.
view article (1.0)Los Angeles Configuration of 1961: The Devil Wind and Wood Shingles.National Fire Protection Assoc., Quincy, MANFPA Quarterly, Vol. 55, No. 9, 242-289, 1962Construction Industry Institute
view article (1.0)Reforming Owner Contractor, Supplier Relationships: A Project Delivery System to Optimize Supplier Roles in EPC Projects.Construction Industry Institute, Austin, TXResearch Summary 130-1Research Summary 130-1
September 1998
36 p.American Iron and Steel Institute
view article (1.0)Fire Resistant Steel-Frame Construction. 2nd Edition.American Iron and Steel Inst., Washington, DCFT-905-1182-2M-NBFT-905-1182-2M-NB
June 1974
63 p.Hertz, K.
view article (1.0)Equivalent Time of Fire Exposure for Concrete Structures.Technical Univ. of Denmark, Lyngby['Report 163', 'CIB W14/83/03 (DK)']Report 163; CIB W14/83/03 (DK)
February 1983
28 p.Sprinkler Age
view article (1.0)Pillars, Wrought Iron and Retrofit.Sprinkler Age, Vol. 8, No. 5, 14-15, May 1989