| 超高层型钢混凝土框筒结构抗震性能研究 |
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| 引用本文： | 贺娟,周彬,赵斌,卢文胜,吕西林.超高层型钢混凝土框筒结构抗震性能研究[J].结构工程师,2011,27(Z1):117-121. |
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| 作者姓名： | 贺娟 周彬 赵斌 卢文胜 吕西林 |
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| 作者单位： | 同济大学土木工程防灾国家重点实验室,上海,200092 |
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| 摘 要： | 本文介绍了某超高层型钢混凝土框筒结构体系整体结构模拟地震振动台试验模型材料的选取,动力相似关系的确定以及模型设计。对模型结构在7度多遇地震、基本地震、罕遇地震和8度罕遇地震阶段的动力特性,加速度及位移反应进行了试验分析。同时,应用结构有限元分析程序对模型结构进行动力计算,将两种结果进行比较。最后给出结构的薄弱部位,并对结构设计提出了建议。
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| 关 键 词： | 超高层建筑 振动台试验 抗震性能 有限元分析 |
Study on Seismic Behavior of Super High-Rise Steel Reinforced Concrete Frame-Core Wall Structures |
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| HE Juan,ZHOU Bin,ZHAO Bin,LU Wensheng,LU Xilin.Study on Seismic Behavior of Super High-Rise Steel Reinforced Concrete Frame-Core Wall Structures[J].Structural Engineers,2011,27(Z1):117-121. |
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| Authors: | HE Juan ZHOU Bin ZHAO Bin LU Wensheng LU Xilin |
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| Affiliation: | HE Juan~* ZHOU Bin ZHAO Bin LU Wensheng LU Xilin (State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji Univ,Shanghai 200092,China) |
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| Abstract: | In this paper,the shaking table test on a super high-rise steel reinforced concrete frame-core wall building structure is introduced,which includes the structural system characteristics,model material selection, similitude relationship and simplified design of the model structure.The dynamic property,acceleration and displacement responses of the model structure are analyzed.The dynamic calculations of the model are also made using structural finite element analysis programs and the results are compared wit... |
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| Keywords: | super high-rise building shaking table test seismic behavior finite element analysis |
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