Fire Science and Technology

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Volume 26 , Issue 3

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Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire

Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire -Chapter 1 Preface-

Jun-ichi Suzuki

2007 Volume 26 Issue 3 Pages 93-112
Published: 2007
Released: November 29, 2007

DOIhttps://doi.org/10.3210/fst.26.93

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Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire -Chapter 2 Stress redistribution mechanisms and high-temperature instability in frames-

Jun-ichi Suzuki

2007 Volume 26 Issue 3 Pages 113-144
Published: 2007
Released: November 29, 2007

DOIhttps://doi.org/10.3210/fst.26.113

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Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire -Chapter 3 Theoretical Collapse Temperature of Frameworks-

Jun-ichi Suzuki

2007 Volume 26 Issue 3 Pages 145-176
Published: 2007
Released: November 29, 2007

DOIhttps://doi.org/10.3210/fst.26.145

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Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire -Chapter 4 Collapse Temperature of Frameworks with Seismic Design-

Jun-ichi Suzuki

2007 Volume 26 Issue 3 Pages 177-258
Published: 2007
Released: November 29, 2007

DOIhttps://doi.org/10.3210/fst.26.177

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Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire -Chapter 5 Behavior and Collapse Temperatures of Existing Frames during Fire Disasters-

Jun-ichi Suzuki

2007 Volume 26 Issue 3 Pages 259-282
Published: 2007
Released: November 29, 2007

DOIhttps://doi.org/10.3210/fst.26.259

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Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire -Chapter 6 Summary-

Jun-ichi Suzuki

2007 Volume 26 Issue 3 Pages 283-296
Published: 2007
Released: November 29, 2007

DOIhttps://doi.org/10.3210/fst.26.283

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