| 某超限高层的结构分析设计 |
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| 引用本文： | 施礼德,马心俐. 某超限高层的结构分析设计[J]. 广西大学学报(自然科学版), 2005, 30(Z1): 136-139 |
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| 作者姓名： | 施礼德 马心俐 |
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| 作者单位： | 1. 南宁市建筑设计院,广西,南宁,530012
2. 山东胜利职业学院,储建系,山东,东营,257062 |
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| 摘 要： | 通过对某超限高层的结构分析设计,给出超限高层的一般结构分析设计过程,根据平面不规则超限还是竖向不规则超限给出相应的结构构造措施.超限高层一般需进行弹性时程分析以揭示结构是否有薄弱层.其分析设计过程可供其他超限高层的结构设计作参考.
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| 关 键 词： | 超限高层 结构分析 弹性时程分析 不规则 弹性楼板 构造措施 |
| 文章编号： | 1001-7445(2005)增-0136-04 |
| 修稿时间： | 2005-04-20 |
The structure design of tall building beyond the code limits |
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| SHI Li-de,MA Xin-li. The structure design of tall building beyond the code limits[J]. Journal of Guangxi University(Natural Science Edition), 2005, 30(Z1): 136-139 |
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| Authors: | SHI Li-de MA Xin-li |
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| Abstract: | It is presented that the structure design and computing process of a tall building beyond the code limits in detail. The building, whose plane regularity is out of code, has concave through that breaks through the limits of plane regularity. Through the structure plane arrangement,elastic plane design and the structural treatment for the upper structure,the torsion of the structure is controlled, and the code is satisfied. The seismic fortification elastic analysis is effective counter-measure to guarantee the quality of the seismic design. This project can give reference to the similar design. |
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| Keywords: | tall building beyond the code limits structure analysis seismic fortification elastic analysis irregular shape elastic slab structural measures |
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