| 抗震设防地区多层砌体房屋的抗震设计 |
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| 引用本文： | 王宇亮 刘伟 刘磊 赵志超. 抗震设防地区多层砌体房屋的抗震设计[J]. 河北理工学院学报, 2007, 29(4): 144-148 |
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| 作者姓名： | 王宇亮 刘伟 刘磊 赵志超 |
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| 作者单位： | 河北理工大学交通与测绘学院 河北唐山063009(王宇亮)，河北冶金建设集团勘察设计有限公司 河北邯郸056003(刘伟，赵志超)，邢台中房建筑设计有限责任公司 河北邢台054000(刘磊) |
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| 摘 要： | 砌体结构作为我国传统的建筑形式,仍在我国各类建筑中占有十分重要的位置。砌体结构的抗震设计进展也始终为结构工程师所关注。结合新抗震设计规范,介绍了约束砌体中构造柱间距的设置原则及其抗震承载力的计算;各种砌体结构抗震措施的基本要求等。
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| 关 键 词： | 砌体结构 抗震设计 构造柱 配筋砌体 构造措施 |
| 文章编号： | 1674-0262(2007)04-0144-05 |
| 修稿时间： | 2006-11-20 |
The Seismic Design of Multilayer Masonry Building in Earthquake Fortifying Areas |
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| WANG Yu-liang,LIU Wei,LIU Lei,ZHAO Zhi-chao. The Seismic Design of Multilayer Masonry Building in Earthquake Fortifying Areas[J]. Journal of Hebei Institute of Technology, 2007, 29(4): 144-148 |
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| Authors: | WANG Yu-liang LIU Wei LIU Lei ZHAO Zhi-chao |
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| Affiliation: | WANG Yu-liang1,LIU Wei2,LIU Lei3,ZHAO Zhi-chao2 |
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| Abstract: | As a traditional architecture form,the masonry structure still holds an extremely important position in all kinds of building in our country.The development of seismic design of masonry structure has always been paid attention to by the structural engineers.Unified with the new seismic design standard,this paper introduces the design principle of space between structural column in restrictive masonry,the calculation of the seismic carrying capacity and the basic requirements of the seismic measureds taken in all kinds of masonry structures. |
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| Keywords: | masonry structure seismic design structural column reinforced masonry structural measure |
| 本文献已被 CNKI 等数据库收录！ |
