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-

Suzuki, Junichi

doi:10.3210/fst.26.113

Fire Science and Technology

2007

DOI: 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 2 Stress redistribution mechanisms and high-temperature instability in frames-

Junichi Suzuki

Abstract: PAxial force of the column P oOrdinary axial force P M Additional axial force attributable to overturning moment

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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-

Abstract: PAxial force of the column P oOrdinary axial force P M Additional axial force attributable to overturning moment

Cited by 0 publications

References 44 publications

No citations

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