| 底层框架砖房的抗震设计与结构选型浅析 |
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| 引用本文： | 谢晓明,刘凤伟.底层框架砖房的抗震设计与结构选型浅析[J].辽宁科技学院学报,2000,2(1):36-39. |
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| 作者姓名： | 谢晓明 刘凤伟 |
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| 作者单位： | 本溪冶专·高职专资建系!辽宁本溪117022(谢晓明)，本溪城乡建设开发设计研究院!辽宁本溪117022(刘凤伟) |
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| 摘 要： | 底层框架房屋以其底层较大的空间而广泛地得到应用。但墙的布置、底层的计算方法等问题一直有不同见解。文章结合现行抗震规范（ＧＢＪ１１－８９以下简称《规范》对有关问题作了详尽的说明，并提出了由倾覆力矩引起的支座反力不容忽视，对一些构件提出了较为合理的计算方法。
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| 关 键 词： | 抗震墙 底层框架砖房 结构选型 抗震设计 |
A Brief Talk on Aseisatic Design and Structural Selection used for Brick House with Frameworks Fabricating Ground Floor |
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| Xie Xiaoming.A Brief Talk on Aseisatic Design and Structural Selection used for Brick House with Frameworks Fabricating Ground Floor[J].Journal of Liaoning Institute of Science and Technology,2000,2(1):36-39. |
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| Authors: | Xie Xiaoming |
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| Abstract: | The frameworks fabricating ground floor contribute to gain widely applying with its fairly open space,but there are different opinions about such problems as wall arrangemet,calculation of ground floor etc.The paper illustrates~ those combining with the aseisatic standard(GBJ11-89)and pre~sents the never neglectable counter-force~ from pedestals caused by topple moments,and introduces reasonable calculation for some members. |
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| Keywords: | Aseisatic wall Framework Eccentric tensile member Topple moment |
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