| 某超限商住两用综合楼结构设计 |
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| 引用本文： | 王芳,尹华钢,屠晓泉,张志宇.某超限商住两用综合楼结构设计[J].建筑结构,2007(4). |
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| 作者姓名： | 王芳 尹华钢 屠晓泉 张志宇 |
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| 作者单位： | 总装备部工程设计研究总院 北京100028 |
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| 摘 要： | 结合工程超限高层、层3高位转换、层5以上双塔等结构特点,设计中通过分析传力途径,确定转换形式、计算方法和相应的计算措施,对结构计算周期、位移、剪力分布等结果进行详细分析。在设计中采取了相应的抗震措施和构造措施,在满足建筑功用的同时,优化结构设计。总结了结构设计中采取的主要技术措施,可供类似工程参考。
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| 关 键 词： | 双塔 结构分析 高位转换 转换层 时程分析 |
Structural Design of a Multi-function Building |
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| Wang Fang,Yin Huagang,Tu Xiaoquan,Zhang Zhiyu.Structural Design of a Multi-function Building[J].Building Structure,2007(4). |
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| Authors: | Wang Fang Yin Huagang Tu Xiaoquan Zhang Zhiyu |
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| Abstract: | According to the character of super high-rise,three-floor high-position transform and double towers,the propagation way of force in the structure is analyzed,and the transform mode,the seismic calculation and analysis are decided.The results of period,displacement and shear distributing are analyzed in details.This not only satisfied the building's function,but also optimized the structural design.The main technique measure during the design is summarized, and some advise is given to the similar engineering. |
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| Keywords: | double tower structural analysis high-position transform transfer layer time-history analysis |
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