| 框支分区剪力墙高层结构整体简化分析方法研究 |
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| 引用本文： | 叶艳霞,梁兴文.框支分区剪力墙高层结构整体简化分析方法研究[J].世界地震工程,2005,21(3):70-74. |
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| 作者姓名： | 叶艳霞 梁兴文 |
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| 作者单位： | 1. 长安大学,陕西,西安,710063
2. 西安建筑科技大学,陕西,西安,710055 |
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| 摘 要： | 主要研究了框支分区剪力墙复杂高层结构的简化计算模型和简化计算方法。提出了空间串并联简化计算模型，将具有较广泛适用性的等代柱单元代替各平面抗侧力体系，大大降低了计算自由度。计算表明，该方法具有一定的实用价值。
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| 关 键 词： | 高层建筑 框支分区剪力墙 简化分析 |
| 文章编号： | 1007-6069(2005)03-0070-05 |
| 收稿时间： | 2005-02-15 |
| 修稿时间： | 2005-05-13 |
Research on simplified analysis method of tall building structures with frame supported sub-shearwalls |
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| YE Yan-xia,LIANG Xing-wen.Research on simplified analysis method of tall building structures with frame supported sub-shearwalls[J].World Information On Earthquake Engineering,2005,21(3):70-74. |
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| Authors: | YE Yan-xia LIANG Xing-wen |
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| Abstract: | Based on the assumption that the floor is infinitely rigid in different areas and that the spatial corridors can be modeled as an elastic beam, a 3D-spatial series-parallel model is presented. The equivalent column is used as the calculation element, and several types of plane structures can be taken as the equivalent column element. The calculaton and programming of the model are simple and practical value. |
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| Keywords: | tall building frame supported sub-shearwall simplified analysis |
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