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displaying 11 - 15 results in total 15

• Suzuki, J.
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  Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire. Chapter 6: Summary.
  Tokyo University of Science, Japan
  Fire Science and Technology, Vol. 26, No. 3, 283-296, 2007

• Suzuki, J.; Suzuki, H.; Wakamatsu, T.; Ohmiya, Y.; Terakawa, T.
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  Ultimate Temperature of Steel Frames Exposed to Fire. Part 1: Stress Redistribution and Ultimate Temperature of Steel Frames.
  Tokyo University of Science, Japan; Tsukuba Univ., Japan
  Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 333-338, 2007

• Suzuki, H.; Suzuki, J.; Wakamatsu, T.; Ohmiya, Y.; Terakawa, T.
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  Ultimate Temperature of Steel Frames Exposed to Fire. Part 2: Stress Redistribution and Limit of Deformation of Steel Frames.
  Tsukuba Univ., Japan; Tokyo University of Science, Japan
  Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 339-344, 2007

• Terakawa, T.; Suzjik, J.; Suzuki, H.; Wakamatsu, T.; Ohmiya, Y.
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  Ultimate Temperature of Steel Frames Exposed to Fire. Part 3: Influence of Local Buckling on the Ultimate Temperature of Steel Frames.
  Tokyo University of Science, Japan; Tsukuba Univ., Japan
  Fire Science and Technology, Vol. 26, No. 4 (Special Issue), 345-350, 2007

• Hugi, E.; Wakili, K. G.; Wullschleger, L.
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  Measured and Calculated Temperature Evolution on the Room Side of a Butted Steel Door Frame Subjected to the Standard Fire of ISO 834. Technical Note.
  Empa, Swiss Federal Laboratories for Materials Testing and Research, CH-8600 Duebendorf, Switzerland
  Fire Safety Journal, Vol. 44, No. 5, 808-812, July 2009