首页 | 本学科首页   官方微博 | 高级检索  
     检索      

昆明高(超高)层建筑环境振动特性实测与统计分析
引用本文:非明伦,周光全,卢永坤,杨树明,代博洋.昆明高(超高)层建筑环境振动特性实测与统计分析[J].地震研究,2012(1):117-127.
作者姓名:非明伦  周光全  卢永坤  杨树明  代博洋
作者单位:云南省地震局
基金项目:地震行业科研专项“宁洱6.4级地震现场综合考察和研究”(200808061),地震行业科研专项“南北地震带灾区速判与灾情展布关键技术研究”(2008-2012年)与地震行业科研专项“西南地震应急对策新模式与关键技术研究”(20080813)联合资助
摘    要:对昆明16栋典型钢筋混凝土高层建筑物的振动特征(包括建筑物的固有频率、振型和阻尼比)进行观测与分析,对地震响应数值模拟研究,获取实测高层建筑物第一至第三振型及结构,计算第一至第二振型自振周期结果,采用数学线性回归方法,模拟得到昆明高(超高)层建筑结构实测第一至三振型和计算第一至第二振型周期公式,为类似建筑结构的设计提供经验和依据。

关 键 词:高(超高)层建筑  自振周期  阻尼比  数学回归模拟

Actual Measurement and Statistic Analysis of Ambient Vibration Characteristics of the High-rise(Skyscraper)
Buildings in Kunming Fei Ming-lun,Zhou Guang-quan,Lu Yong-kun,Yang Shu-ming,Dai Bo-yang.Actual Measurement and Statistic Analysis of Ambient Vibration Characteristics of the High-rise(Skyscraper)[J].Journal of Seismological Research,2012(1):117-127.
Authors:Buildings in Kunming Fei Ming-lun  Zhou Guang-quan  Lu Yong-kun  Yang Shu-ming  Dai Bo-yang
Institution:(Earthquake Administrator of Yunnan Province,Kunming 650224,Yunnan,China)
Abstract:Having observed and analyzed the vibration characteristics(including inherent frequency,mode and damping ratio)of 16 typical reinforced concrete high-rise buildings in Kunming,and studied the numerical simulation of the seismic response,we obtain Vibration Mode 1-3 and structure of high-rise buildings,and calculate the natural vibration period of Vibration Mode 1-2.Using linear regression methods,we obtain the stimulant formula of the actual measuring of Vibration Mode 1-3 and the theoretical calculating of Vibration Mode 1-2 of high-rise(skyscraper)buildings in Kunming by simulation,which provides experience and basis for the design of similar building structure.
Keywords:high-rise(skyscraper)building  natural vibration period  damping ratio  mathematical regression simulation
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号