- 摘 要
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(湖南大学土木工程学院, 长沙 410082)
[摘要]为了完善结构基本自振周期的估算公式,填补我国高层及超高层建筑基本自振周期估算公式空白,收集了我国近年来的302栋已建和在建的高层及超高层建筑的相关数据。通过MATLAB编程对其进行拟合,得到了我国高层及超高层建筑基本自振周期的估算公式。并且利用收集到的建筑相关数据,分别与美国、欧洲、日本规范以及我国《建筑结构荷载规范》(GB 50009—2012)中规定的估算公式的计算结果进行对比分析。结果表明,所提出的结构基本自振周期估算公式更为准确。最后,重点讨论了高层及超高层建筑设计中适宜结构基本自振周期的选取。
[关键词]高层及超高层建筑; 基本自振周期; 估算公式; 剪重比; 舒适度
中图分类号:TU973 文献标识码:A 文章编号:1002-848X(2014)18-0001-03
Fundamental natural period of high-rise and super high-rise buildings in China
Shen Pusheng, Zhang Chao, Ye Jinyao, He Yibin
(College of Civil Engineering, Hunan University, Changsha 410082, China)
Abstract: In order to improve the practicability of estimation formula for the fundamental natural period of high-rise and super high-rise buildings, a new estimation formula for fundamental natural period has been established by MATLAB data of 302 constructed and under-construction high-rise buildings. Besides, the new formula was compared with the estimation formula from United States, Europe, Japan and Load code for the design of building structures(GB 50009—2012). The results show that the new estimation formula for the fundamental period of high-rise and super high-rise buildings is more accurate and reasonable. At last, the appropriate fundamental natural period for high-rise and super high-rise buildings was discussed.
Keywords: high-rise and super high-rise building; fundamental natural period; estimation formula; shear-gravity ratio; comfortableness
作者简介:沈蒲生,教授,博士生导师,Email:pssheng1@163.com。
参考文献
[1]郭继武.建筑抗震设计[M]. 北京:中国建筑工业出版社,2002.
[2]CHOPRA A K. Dynamics of structures[M]. New Jersey: Prentice Hall, 1995.
[3]包世华, 方鄂华. 高层建筑结构设计[M]. 北京:清华大学出版社, 1990.
[4]GB 50009—2012建筑结构荷载规范[S]. 北京:中国建筑工业出版社,2012.
[5]FEMA 450 NEHRP recommended provisions for seismic regulations for new buildings and other structures [S]. Washington D. C.: National Institute of Building Sciences, 2004.
[6]ASCE 7-10 Minimum design loads for building and other structures [S]. Reston: American Society of Civil Engineers, 2010.
[7]Eurocode 8 Design of structures for earthquake resistance [S]. Brussels: European Committee for Standardization, 2003.
[8]赵西安. 日本新抗震规范中关于高层建筑结构抗震设计的有关规定介绍[J]. 建筑结构, 1982,22 (5) : 56-61.
[9]JGJ 3—2010高层建筑混凝土结构技术规程[S].北京:中国建筑工业出版社, 2011
[10]GB 50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.