| 底部加RC抗震墙框架结构体系探讨 |
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| 引用本文： | 周丽萍. 底部加RC抗震墙框架结构体系探讨[J]. 西安建筑科技大学学报(自然科学版), 2000, 32(1): 93-95,102 |
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| 作者姓名： | 周丽萍 |
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| 作者单位： | 西北工业大学土建系,陕西西安,710072 |
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| 摘 要： | 在水平地震力作用下，多高层钢筋砼框架结构房屋的底部少数几层，因刚度不足侧移变形过大而不满足规范规定的变形限值要求，为此仅在房屋底部少数几层设置一定数量的抗震墙，形成底部加抗震墙的框架量，设置方法以及受力特征。
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| 关 键 词： | 底部抗震墙 空间分析 高层钢筋混凝土框架 |
| 文章编号： | 1006-7930(2000)01-0093-03 |
Study on frame structure with RC earthquake-resistant wall in the lower stories |
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| ZHOU Li-ping. Study on frame structure with RC earthquake-resistant wall in the lower stories[J]. Journal of Xi'an University of Architecture & Technology, 2000, 32(1): 93-95,102 |
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| Authors: | ZHOU Li-ping |
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| Affiliation: | ZHOU Li-ping;(Dept.of Civil Engineering and Architecture,NWPU.Xl'an 710072.China) |
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| Abstract: | Under the action of horigontal seismic forces the lower stories of multistory high frame building deflects laterally, sometimes the sideway may be larger than the limiting value regulated in the building design code. Some earthquake resistant walls are constructed for strengthening the stiffness against sideway and lower starys.An example of this new structure system is analysed with a spatial programme, the reasonable quantity,allocation and the feature of the earthquake resistant wall are obtained. |
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| Keywords: | frame structure axeismic wall in lower storys spetial analysis story sidesway |
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