| 建筑结构目标位移控制模式的工程实用计算 |
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| 引用本文： | 吴大炜.建筑结构目标位移控制模式的工程实用计算[J].河南大学学报(自然科学版),2006,36(2):115-119. |
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| 作者姓名： | 吴大炜 |
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| 作者单位： | 开封大学,土木工程系,河南,开封,475004 |
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| 摘 要： | 提出结构目标位移控制模式的计算方法,通过对RC规则框架目标位移工程实用算例验证了用层间位移角限值作为框架结构性能水平的量化指标,得到了顶点位移角、层间位移角和屈服基底剪力等弹塑性位移特征,其稳定性优于水平力模式.
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| 关 键 词： | 建筑结构 目标位移控制模式 工程实用计算 |
| 文章编号： | 1003-4978（2006）02-0115-05 |
| 收稿时间： | 2006-02-16 |
| 修稿时间： | 2006年2月16日 |
The Calculation of the Anti-seismic Displacement of Construction |
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| WU Da-wei.The Calculation of the Anti-seismic Displacement of Construction[J].Journal of Henan University(Natural Science),2006,36(2):115-119. |
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| Authors: | WU Da-wei |
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| Institution: | Department of Civil Engineering, Kai f eng University, Henan Kai f eng 475004, China |
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| Abstract: | This article clearly introduces the basic principles and practical steps in the calculation of which is the construction structure based on the displacement anti-seismic design and sets up the transformational relationship between the multi-degrees of freedom system and the equivlent single degree of freedom system,and propounds the concepts including the structure goal displacement,the angel of level displacement and the performance standard.And their stabilities surpass the horizontal pattern. |
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| Keywords: | structural level displacement level level load model practical calculation works |
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