displaying 301 - 310 results in total 566
Dhima, D.; Kruppa, J.; Fouguet, G.; Leborgne, H.
view article (1.0)Effect of Thermal Gradient on the Fire Resistance of a 3-Dimensional Steel Truss.C.T.I.C.M., FranceNational Institute of Standards and Technology (NIST) and Society of Fire Protection Engineers (SFPE). International Conference on Fire Research and Engineering (ICFRE). Proceedings. September 10-15, 1995, SFPE, Boston, MA, Orlando, FL, Lund, D. P.; Angell, E. A., Editors, 551-556 p., 1995Build
view article (1.0)Design of Loadbearing Light Steel Frame Walls for Fire Resistance.Build, 28,30, November 1995Neves, I. C.
view article (1.0)Critical Temperature of Steel Columns With Restrained Thermal Elongation.Instituto Superior Tecnico, Lisbon, PortugalFire Safety Journal, Vol. 24, No. 3, 221-227, 1995Cheok, G. S.
view article (1.0)Workshop on the Seismic Rehabilitation of Lightly Reinforced Concrete Frames. Proceedings. June 12-13, 1995. Gaithersburg, Maryland.National Institute of Standards and Technology, Gaithersburg, MDNISTIR 5741NISTIR 5741
November 1995
176 p.National Institute of Standards and Technology and the U.S. Corps of Engineers. Workshop on the Seismic Rehabilitation of Lightly Reinforced Concrete Frames. Proceedings. June 12-13, 1995, Gaithersburg, MD, Cheok, G. S., Editors, 1995Franssen, J. M.
view article (1.0)Residual Stresses in Steel Profiles Submitted to the Fire: An Analogy.University of Liege, BelgiumTNO Building and Construction Research. CIB/W14 Workshop, 3rd. Fire Engineering Workshop on Modelling. Proceedings. January 25-26, 1993, Delft, The Netherlands, Twilt, L., Editors, 103-112 p., 1993El-Rimawi, J. A.; Burgess, I. W.; Plank,r. J.
view article (1.0)Modelling the Behavior of Steel Frames and Subframes With Semi-Rigid Connections in fire.University of Sheffield, UKTNO Building and Construction Research. CIB/W14 Workshop, 3rd. Fire Engineering Workshop on Modelling. Proceedings. January 25-26, 1993, Delft, The Netherlands, Twilt, L., Editors, 152-168 p., 1993Zhao, B.
view article (1.0)Prediction of Interaction in a Composite Beam (Concrete Slab and Steel Section) by Taking Into Account Fire Behavior of Shear Connectors.CTICM, FranceTNO Building and Construction Research. CIB/W14 Workshop, 3rd. Fire Engineering Workshop on Modelling. Proceedings. January 25-26, 1993, Delft, The Netherlands, Twilt, L., Editors, 176-181 p., 1993Kirby, B.
view article (1.0)Engineering Steel for Fire: BRE 8 Storey Frame Euorpean Research Programme.British Steel plc, UKInstitution of Fire Engineers; University of Sunderland; Fire Research Station; CIB W14; Tyne and Wear Metropolitan Fire Brigade. Fire Safety by Design. Conference Proceedings. Volume 3. Research Papers. July 10-12, 1995, UK, 235-238 p., 1995Molchadski, I. S.; Astakhova, I. F.
view article (1.0)Method to Predict the Fire-Resistance of Steel Ceiling.All-Russian Institute of Fire Protection, Moscow, Russia; Voronezh State University, RussiaInterscience Communications Ltd.; National Institute of Standards and Technology; Building Research Establishment; and Society of Fire Protection Engineers; Swedish National Testing and Research Institute. Interflam '96. International Interflam Conference, 7th Proceedings. March 26-28, 1996, Interscience Communications Ltd., London, England, Cambridge, England, Franks, C. A.; Grayson, S., Editors, 939-943 p., 1996Lie, T. T.; Kodur, V. K. R.
view article (1.0)Fire Resistance of Steel Columns Filled With Bar-Reinforced Concrete.National Research Council of Canada, Ottawa, OntarioJournal of Structural Engineering, Vol. 122, No. 1, 30-36, January 1996