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

doi:10.3210/fst.26.259

Fire Science and Technology

Online ISSN : 1882-0492
Print ISSN : 0285-9521
ISSN-L : 0285-9521

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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 5 Behavior and Collapse Temperatures of Existing Frames during Fire Disasters-

Jun-ichi Suzuki

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JOURNAL FREE ACCESS

2007 Volume 26 Issue 3 Pages 259-282

DOI https://doi.org/10.3210/fst.26.259

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