| 某高层框-剪结构优化设计策略 |
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| 引用本文： | 韩建新,郭院成. 某高层框-剪结构优化设计策略[J]. 河南科学, 2002, 20(4): 414-417 |
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| 作者姓名： | 韩建新 郭院成 |
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| 作者单位： | 开封市建筑设计院,河南,开封,475000;郑州大学土木工程学院,河南,郑州,450002 |
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| 摘 要： | 针对高层钢筋砼框架—剪力墙结构 ,提出了高层框—剪结构的三阶段分部优化设计策略 ,设计结果使结构整体内力分布更均匀、设计更合理 ,并结合某高层建筑结构的设计进行了实证。结果表明 ,经济效益显著 ,该结构优化设计的结果可作为同类建筑结构设计的参考。
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| 关 键 词： | 高层框-剪结构 分部优化设计 优化设防水平 |
| 文章编号： | 1004-3918(2002)04-0414-04 |
| 修稿时间： | 2002-04-21 |
Optimization design strategies for a high-rise frame-shearwall structure |
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| HAN Jian xin+,GUO Yuan cheng+. Optimization design strategies for a high-rise frame-shearwall structure[J]. Henan Science, 2002, 20(4): 414-417 |
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| Authors: | HAN Jian xin+ GUO Yuan cheng+ |
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| Affiliation: | HAN Jian xin+1,GUO Yuan cheng+2 |
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| Abstract: | The Three phase Local Optimization designing approach is put forwards for the high rise reinforced concrete frame-shear wall structure, which results in the more uniformly distributed internal forces and more reasonable section dimensions. The follow practical design shows the validity and economical efficiency of this strategy. The designing approach may be used as reference for the similar structures. |
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| Keywords: | high rise frame shear wall structure local optimization design approach optimized seismic resistance standard |
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