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Experimental Research on Ductility of Reinforced Concrete Columns.
Building Research Inst., Tokyo, Japan
BRI Research Paper 057,
February 1974,
29 p.
Anderberg, Y.
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Mechanical Behavior at Fire of Concrete and Hyperstatic Concrete Structures.
Lund Institute of Technology, Sweden
Bulletin 56,
September 1976,
9 p.
Anderberg, Y.; Thelandersson, S.
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Stress and Deformation Characteristics of Concrete at High Temperatures. Part 2. Experimental Investigation and Material Behavior Model.
Lund Institute of Technology, Sweden
Bulletin 54,
August 1976,
84 p.
Bresler, B.; Thielen, G.; Nizamuddin, Z.; Iding, R.
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Limit State Behavior of Reinforced Concrete Frames in Fire Environments.
California Univ., Berkeley; Technische Universitat, Munchen
UCB FRG 76-12,
August 1976,
27 p.
Regional Conference on Tall Buildings, September 20-22, 1976,
Hong Kong,
1976
Kordina, K.; Klingsch, W.
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Failure Load of Slender Reinforced Concrete Columns Under Elevated Temperature Using a Two and Three Dimensional Discretisation.
Technische Universitat, Braunschweig, Federal Republic of Germany
C. I. S. E. International Symposium on Discrete Methods in Engineering. Session III-4. September 16-24, 1974,
Segrate, Milan,
1-13 p.,
1974
Tomlinson, E.
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Reinstatement of a Fire Damaged Building.
Kellogg Co., UK
Fire Prevention Science and Technology,
No. 15,
22-26,
August 1976
Pefley, R. K.; Bell, D. M.; Shiomoto, G. H.
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Physilogical Response to Fire Induced Heat Environments. Final Report. 1972-1975.
Santa Clara Univ., CA
Defense Civil Preparedness Agency, Washington, DC,
ME-76-1,
January 1976,
82 p.
Buchanan, A. H.
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Design of Structures for Fire Resistance in New Zealand.
Canterbury Univ., Christchurch, New Zealand
Fire Engineers Journal,
Vol. 50,
No. 157,
15-18,
June 1990
Sansalone, M.; Lin, Y.; Carino, N. J.
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Impact-Echo Response of Plates Containing Thin Layers and Voids.
National Institute of Standards and Technology, Gaithersburg, MD
Review of Progress in Quantitative Nondestructive Evaluation. Volume 9B,
Plenum Press, New York,
Thompson, D. O.; Chimenti, D. E., Editors,
1935-1942 p.,
1990
Cheok, G. S.; Lew, H. S.
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Seismic Performance of 1/3 Scale Post-Tensioned Precast Beam-Column Connections.
National Institute of Standards and Technology, Gaithersburg, MD
Earthquake Engineering Research Institute. U.S. National Conference on Earthquake Engineering, 4th. Volume 2. May 20-24, 1990,
Earthquake Engineering Res. Inst., El Cerrito, CA,
Palm Springs, CA,
757-766 p.,
1990