Fire Safety Science Digital Archive

Kordina, K., Ehm, C. and Schneider, U., 1986. Effects Of Biaxial Loading On The High Temperature Behaviour Of Concrete. Fire Safety Science 1: 281-290. doi:10.3801/IAFSS.FSS.1-281
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Lie, T.T. and Lin, T.D., 1986. Influence Of Restraint On Fire Performance Of Reinforced Concrete Columns. Fire Safety Science 1: 291-300. doi:10.3801/IAFSS.FSS.1-291
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Rudolph, K., Richter, E., Hass, R. and Quast, U., 1986. Principles For Calculation Of Load-bearing And Deformation Behaviour Of Composite Structural Elements Under Fire Action. Fire Safety Science 1: 301-310. doi:10.3801/IAFSS.FSS.1-301
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Schneider, U. and Hosser, D., 1986. Reliability-based Design Of Structural Members For Nuclear Power Plants. Fire Safety Science 1: 337-346. doi:10.3801/IAFSS.FSS.1-337
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Keough, J.J., 1986. Translation Of Research Into Practice. Fire Safety Science 1: 593-601. doi:10.3801/IAFSS.FSS.1-593
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Harada, K. and Terai, T., 1989. Numerical Simulation Of A Fire Resistance Test Of A Concrete Slab. Fire Safety Science 2: 707-717. doi:10.3801/IAFSS.FSS.2-707
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Morita, T., Wakamatsu, Takao, Uesugi, H. and Saito, H., 1991. Analyses Of Composite Beams And Frames At Elevated Temperature. Fire Safety Science 3: 761-770. doi:10.3801/IAFSS.FSS.3-761
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Buchanan, A.H. and Munukutla, V.R., 1991. Fire Resistance Of Load- Bearing Reinforced Concrete Walls. Fire Safety Science 3: 771-780. doi:10.3801/IAFSS.FSS.3-771
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Wang, Y.C. and Moore, D.B., 1994. Predicting The Behaviour Of Reinforced Concrete Slabs At Elevated Temperature Using Finite Shell Element Analysis. Fire Safety Science 4: 1077-1088. doi:10.3801/IAFSS.FSS.4-1077
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Schneider, U., Morita, T. and Franssen, J.M., 1994. A Concrete Model Considering The Load History Applied To Centrally Loaded Columns Under Fire Attack. Fire Safety Science 4: 1101-1112. doi:10.3801/IAFSS.FSS.4-1101
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Nishigaki, T., Mizuno, K., Hazama, S., Ikeda, Y., Masuda, K. and Kanda, S., 1994. Heat Bridge Effect Of Composite Sandwich Walls Of Steel Plates And Concrete. Fire Safety Science 4: 1171-1182. doi:10.3801/IAFSS.FSS.4-1171
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Yoshida, M., Okamura, Y., Tasaka, S. and Shimode, T., 1994. A Study On Temperature Estimation In Concrete Members After Fire. Fire Safety Science 4: 1183-1194. doi:10.3801/IAFSS.FSS.4-1183
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Thomas, G.C., Buchanan, A.H. and Fleischmann, C.M., 1997. Structural Fire Design: The Role Of Time Equivalence. Fire Safety Science 5: 607-618. doi:10.3801/IAFSS.FSS.5-607
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Morita, T., Schneider, U. and Franssen, J.M., 1997. Influence Of Stress History Function In The Schneider- Concrete-model Under Fire Attack. Fire Safety Science 5: 1057-1068. doi:10.3801/IAFSS.FSS.5-1057
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Uesugi, H., Seki, M., Niwa, H. and Saito, H., 1997. Numerical Analysis Of Load Bearing Capacity Of Concrete-filled Steel Tubular Columns Exposed To The Standard Fire. Fire Safety Science 5: 1069-1080. doi:10.3801/IAFSS.FSS.5-1069
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Wang, Y.C., 1997. Tensile Membrane Action And The Fire Resistance Of Steel Framed Buildings. Fire Safety Science 5: 1117-1128. doi:10.3801/IAFSS.FSS.5-1117
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Morita, T., Nishida, A., Yarnazaki, N., Schneider, U. and Diederichs, U., 2000. An Experimental Study On Spalling Of High Strength Concrete Elements Under Fire Attack. Fire Safety Science 6: 855-866. doi:10.3801/IAFSS.FSS.6-855
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Ali, F.A., Nadjai, A., Glackin, P., Silcock, G.W.H. and Abu-tair, A., 2003. Structural Performance Of High Strength Concrete Columns In Fire. Fire Safety Science 7: 1001-1012. doi:10.3801/IAFSS.FSS.7-1001
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Kodur, V.K.R., Sultan, M.A., Wang, T.C. and Cheng, F.P., 2003. A Model For Evaluating The Fire Resistance Of High Performance Concrete Columns. Fire Safety Science 7: 1013-1024. doi:10.3801/IAFSS.FSS.7-1013
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Lim, L.C.S. and Buchanan, A.H., 2003. Fire Behavior Of Slender Precast Concrete Walls. Fire Safety Science 7: 1135-1146. doi:10.3801/IAFSS.FSS.7-1135
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Williams, B., Bisby, L., Green, M., Kodur, V.K.R. and Su, J.Z., 2005. An Investigation On Fire Performance Of FRP-strengthened Wc Beams. Fire Safety Science 8: 247-258. doi:10.3801/IAFSS.FSS.8-247
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Bernhart, D., Buchanan, A., Dhakal, R. and Moss, P., 2005. Effect Of Top Reinforcing On The Fire Performance Of Continuous Reinforced Concrete Beams. Fire Safety Science 8: 259-270. doi:10.3801/IAFSS.FSS.8-259
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Suhaendi, S.L and Horiguchi, T., 2005. Fiber-reinforced High-strength Concrete Under Elevated Temperature - Effect Of Fibers On Residual Properties. Fire Safety Science 8: 271-278. doi:10.3801/IAFSS.FSS.8-271
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Hertz, K., 2005. Assessment Of Performance-based Requirements For Structural Design. Fire Safety Science 8: 315-325. doi:10.3801/IAFSS.FSS.8-315
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Lange, D. and Jansson R., 2014. A comparison of an explicit and an implicit transient strain formulation for concrete in fire. Fire Safety Science 11: 572-583. 10.3801/IAFSS.FSS.11-572
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Bennetts, I. and South W., 2014. Real Fire Test on Concrete Columns and Post-tensioned Slabs. Fire Safety Science 11: 558-571. 10.3801/IAFSS.FSS.11-558
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