| 高层框架结构的空间整体地震作用分析 |
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| 引用本文： | 童申家,姚伟军.高层框架结构的空间整体地震作用分析[J].工程抗震与加固改造,2004,13(1):14-17. |
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| 作者姓名： | 童申家 姚伟军 |
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| 作者单位： | 西安建筑科技大学,西安,710055;西安建筑科技大学,西安,710055 |
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| 摘 要： | 考虑楼板的平面外弯曲变形和平面内剪切变形,对框架结构进行空间整体分析,分别计算不同地震 作用方向时杆件的内力和侧移值。
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| 关 键 词： | 框架结构 楼板 水平地震 |
The Spatial Integral Analysis of Seismic Action for Frame Structure of Tall Buildings |
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| Tong Shenjia et al..The Spatial Integral Analysis of Seismic Action for Frame Structure of Tall Buildings[J].Earthquake Resistant Engineering and Retrofitting,2004,13(1):14-17. |
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| Authors: | Tong Shenjia |
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| Affiliation: | Tong Shenjia et al. |
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| Abstract: | The spatial integral analysis for a frame structure is carried out by considering the out-of-plane bending deformation and in-plane shear deformation of the floor. The forces in the member and lateral deformation under earthquake action from different directions are calculated. |
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| Keywords: | frame structure floor horizomtal earthquake |
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