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

Jun-ichi Suzuki

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

机译：结构冗余和抗震设计对火灾下钢框架极限温度的影响-第1章前言-

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《ire Science and Technology》 |2007年第3期|共页
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Jun-ichi Suzuki;
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中图分类爆炸安全与防火、防爆;
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1. 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- [J] . Jun-ichi Suzuki ire Science and Technology . 2007,第3期

机译：结构冗余和抗震设计对火灾中钢框架极限温度的影响-第五章火灾中现有框架的行为和坍塌温度-
2. 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- [J] . Jun-ichi Suzuki ire Science and Technology . 2007,第3期

机译：结构冗余度和抗震设计对火灾下钢框架极限温度的影响-第4章抗震设计框架的坍塌温度-
3. 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- [J] . Jun-ichi Suzuki ire Science and Technology . 2007,第3期

机译：结构冗余和抗震设计对火灾下钢框架极限温度的影响-第2章应力再分配机制和框架的高温不稳定性-
4. Finite element analysis of temperatures in concrete filled double skin steel tubes exposed to fires [C] . H. Lu, X-L. Zhao, L.H. Han International Structural Engineering and Construction Conference . 2008

机译：燃烧冲发的混凝土双层皮钢管温度有限元分析
5. Structural redundancy of dual and steel moment frame systems under seismic excitation. [D] . Song, Seung-Han. 2001

机译：地震激励下双钢框架框架系统的结构冗余。
6. Estimation of Cyclic Interstory Drift Capacity of Steel Framed Structures and Future Applications for Seismic Design [O] . Edén Bojórquez, Alfredo Reyes-Salazar, Sonia E. Ruiz, -1

机译：钢框架结构循环层间位移能力的估算及其在抗震设计中的应用
7. Structural Redundancy and Effect of Seismic Design on Ultimate Temperature of Steel Frames Exposed to Fire -Chapter 1 Preface- [O] . Jun-ichi Suzuki 2007

机译：地震设计对火灾1前言钢框架极限温度的结构冗余及效果 -

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

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