| 基于静-动力转换分析方法的火灾引起钢结构连续倒塌性能研究 |
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| 引用本文： | 陈适才,田相凯,张磊,闫维明.基于静-动力转换分析方法的火灾引起钢结构连续倒塌性能研究[J].长安大学学报(建筑与环境科学版),2014(2):65-70,104. |
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| 作者姓名： | 陈适才 田相凯 张磊 闫维明 |
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| 作者单位： | [1]北京工业大学工程抗震与结构诊治北京市重点实验室,北京100124 [2]北京工业大学城市与工程安全防灾减灾省部共建教育部重点实验室,北京100124 |
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| 基金项目： | 国家自然科学基金项目（50908006,51278516）;中国博士后科学基金项目（2013M540030） |
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| 摘 要： | 为研究火灾引起多高层钢结构连续性倒塌的破坏机理以及多高层钢结构在火灾作用下的初始破坏规律，基于ABAQUS预定义场和重启动功能，建立了局部火灾引起多高层钢结构连续倒塌分析的静-动力转换分析方法，运用此分析方法模拟了局部火灾作用下钢结构的破坏过程，重点研究了柱破坏引起多高层钢结构倒塌的初始破坏机理，分析了受火柱约束刚度比和荷载水平对火灾作用下钢结构初始破坏以及对整体结构产生动力效应的影响规律。研究结果表明：静-动力转换分析方法具有可行性；初始破坏的动力放大系数在1．2～1．5之间。
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| 关 键 词： | 钢结构 火灾反应 连续倒塌 静-动力转换分析方法 显式动力分析 动力放大系数 |
Research on Fire Induced Progressive Collapse of Steel Frame Structures Based on Static-dynamic Conversion Analysis Methods |
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| CHEN Shi-cai,TIAN Xiang-kai,ZHANG Lei,YAN Wei-ming.Research on Fire Induced Progressive Collapse of Steel Frame Structures Based on Static-dynamic Conversion Analysis Methods[J].Journal of Northwestern Institute of Architectural Engineering,2014(2):65-70,104. |
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| Authors: | CHEN Shi-cai TIAN Xiang-kai ZHANG Lei YAN Wei-ming |
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| Affiliation: | 1. Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology,Beijing 100124, China; 2. Key Laboratory of Urban Security and Disaster Engineering of Ministry o{ Education, Beijing University of Technology, Beijing 100124, China) |
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| Abstract: | To investigate the progressive collapse mechanism and the initial failure rule of multi-tory steel structures under fire conditions, the static-dynamic conversion analysis method wasdeveloped based on the predefined field and restart function of ABAQUS. Applying this static-dynamic analysis method, the failure process of a steel structure under local fire was simulatedand the initial damage mechanism of multi-story steel structures caused by the damage of column was studied. The influence of restraint stiffness ratio and load level to the initial damagemechanism of steel structures under fire conditions and dynamic effect of the whole structures was analyzed. The study results show that the static-dynamic conversion analysis method is feasibleand the dynamic amplification coefficient of the column initial damage lies from 1.2 to 1.5. |
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| Keywords: | steel structure fire response progressive collapse static-dynamic conversion analysis method explicit dynamic analysis dynamic magnification coefficient |
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