| 某高层型钢与普通混凝土框支构件对比分析 |
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| 引用本文： | 孙宇栋. 某高层型钢与普通混凝土框支构件对比分析[J]. 山西建筑, 2011, 37(34): 51-52 |
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| 作者姓名： | 孙宇栋 |
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| 作者单位： | 山西省建筑设计研究院,山西太原,030001 |
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| 摘 要： | 从高层建筑结构抗震计算角度,以太原市瑞生丽园6号楼高层商住楼为例,对采用型钢混凝土结构转换构件和采用普通混凝土转换构件的高层建筑结构在其相应设防烈度下的各项地震反应进行对比分析,得出型钢混凝土构件的延性和抗震性能明显优于普通混凝土构件。
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| 关 键 词： | 框支剪力墙 型钢混凝土 框支梁 框支柱 |
Comparative analysis on the high-rise framed supported components with steel reinforced and common concrete |
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| SUN Yu-dong. Comparative analysis on the high-rise framed supported components with steel reinforced and common concrete[J]. Shanxi Architecture, 2011, 37(34): 51-52 |
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| Authors: | SUN Yu-dong |
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| Affiliation: | SUN Yu-dong |
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| Abstract: | From the angle of seismic resistance calculation of high-rise building,taking Ruishengliyuan No.6 high-rise business building in Taiyuan city as an example,the essay compares and analyzes seismic response of high-rise buildings with steel reinforced concrete conversion components and common concrete conversion components under corresponding fortification intensity,and finds out that the ductility and seismic performance of steel reinforced concrete components are prior to that of common concrete component. |
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| Keywords: | frame supported shear wall steel reinforced concrete frame supported beam frame supported column |
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