| 浅谈抗震设防烈度6度以下地区高层建筑结构设计中的结构抗震概念设计 |
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| 引用本文： | 杨青.浅谈抗震设防烈度6度以下地区高层建筑结构设计中的结构抗震概念设计[J].价值工程,2010,29(24):87-87. |
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| 作者姓名： | 杨青 |
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| 作者单位： | 广西华蓝设计(集团)有限公司,南宁,530011 |
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| 摘 要： | 高层建筑的防震要求是根据地区和建筑结构等具体情况严格规定的,处于非地震带地区的高层建筑,通常要求满足承受抗震设防烈度6度以下即可。随着高层建筑日益增多的发展态势,建筑的抗震要求作为建筑设计中的重要环节,是值得我们探讨和研究的。
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| 关 键 词： | 高层建筑 抗震要求 烈度6度 建筑设计 |
Discussion on Anti-seismic Design of Structures in the High-rise Building Below 6 Degrees Earthquake Resistance Intensity |
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| Yang Qing.Discussion on Anti-seismic Design of Structures in the High-rise Building Below 6 Degrees Earthquake Resistance Intensity[J].Value Engineering,2010,29(24):87-87. |
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| Authors: | Yang Qing |
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| Institution: | Yang Qing ( Guang＇xi Hualan Design( Group )Co., Ltd., Nanning 530011, China ) |
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| Abstract: | High-rise buildings earthquake requirements are stringently regulated according to the local specific conditions and building structure, the high-rise buildings in a non-seismic zone are often required to withstand seismic intensity to meet below 6 degrees earthquake resistance intensity. With the increasing number trend of high-rise building development, anti-seismic building requirement as an important part of architectural design is worthy of our exploration and study. |
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| Keywords: | high-rise building anti-seismic requirements intensity of 6 degrees architectural design |
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