竖向地震反应谱特征参数的拟合分析
详细信息 查看官网全文
- 英文论文题名：Thefitting analysis of vertical response spectrum's characteristic parameters
- 论文作者：齐娟 ; 边晓艳 ; 罗开海
- 英文论文作者：Qi Juan ; Bian Xiaoyan ; Luo Kaihai ; China Academy of Building Research ; China Building Design Consultants Co. ; Ltd
- 年：2016
- 作者机构：中国建筑科学研究院;中国建筑设计咨询有限公司;
- 论文关键词：竖向地震反应谱 ; 特征参数 ; 曲线拟合
- 英文论文关键词：vertical response spectrum ; the characteristic parameters ; the fitting of vertical response spectrum curve
- 会议召开时间：2016-10-27
- 会议录名称：第九届全国防震减灾工程学术研讨会论文集
- 语种：中文
- 分类号：TU352.11
- 学会代码：OGTY
- 会议名称：第九届全国防震减灾工程学术研讨会
- 会议地点：中国安徽合肥
- 主办单位：中国土木工程学会、中国工程院土木、水利与建筑工程学部、中国土木工程学会防震减灾工程技术推广委员会、合肥工业大学、安徽省住房和城乡建设厅
- 学会名称：中国土木工程学会
- 页数：7
- 文件大小：324k
- 原文格式：O
- 会议级别：全国
摘要
本文依据美国太平洋地震工程研究中心计划数据库提供的171次地震中3462组三分量地震记录为数据基础,从定性和定量两个角度研究竖向地震反应谱曲线。从定性上,研究竖向地震与水平地震反应谱曲线的异同,得出:竖向与水平向地震反应谱形状相似,但竖向比水平向拐点周期小,衰减指数小;且竖向地震反应谱与场地条件无关。从定量上,通过三个方法拟合竖向反应谱曲线,研究地面运动强度、震级、震中距对竖向地震反应谱曲线特征参数的影响,给出各设防烈度下竖向地震标准设计反应谱曲线,为我国现行规范的修订提供理论依据。
Based on 3462 records of three—component seismograms from 171 earthquakes,provided by NGA,this paper analyses vertical response spectrum from the perspective of qualitative and quantitative.Qualitatively,this paper researches the similarities and differences between vertical and horizontal response spectrum curve.The study indicates that the shape of the vertical and the horizontal response spectra are similar,at the same time,the turning point cycle of the vertical response spectra is shorter and the damping index is smaller than those of the horizontal response spectra.And the vertical response spectra are independent of the soil conditions.Quantitatively,this paper analyzes the effect of ground motion intensity,earthquake magnitude,and epicentral distance on the characteristic parameters,by fitting the vertical response spectrum curve with three methodologies.Finally the vertical standard design response spectrum curves of the different earthquake intensity are concluded,aiming to provide theoretical basis for the current seismic design codes.
Based on 3462 records of three—component seismograms from 171 earthquakes,provided by NGA,this paper analyses vertical response spectrum from the perspective of qualitative and quantitative.Qualitatively,this paper researches the similarities and differences between vertical and horizontal response spectrum curve.The study indicates that the shape of the vertical and the horizontal response spectra are similar,at the same time,the turning point cycle of the vertical response spectra is shorter and the damping index is smaller than those of the horizontal response spectra.And the vertical response spectra are independent of the soil conditions.Quantitatively,this paper analyzes the effect of ground motion intensity,earthquake magnitude,and epicentral distance on the characteristic parameters,by fitting the vertical response spectrum curve with three methodologies.Finally the vertical standard design response spectrum curves of the different earthquake intensity are concluded,aiming to provide theoretical basis for the current seismic design codes.
引文
[1]GB 50011-2010建筑抗震设计规范[S].北京:中国建筑工业出版社2010(GB50011-2010 Code for seismic design of buildings[S].Beijing:Building Industry Press of China,2010.(in Chinese)).
[2]罗开海,王亚勇.中美欧抗震设计规范地震动参数换算关系的研究[J].建筑结构,2006.08(Luo Kaihai,Wang Yayong.Study on Sino European Code for seismic design ground motion parameters conversion relation[J].Building Structure,2006.08(in Chinese)).
[3]李恒,秦小军.竖向与水平向地震动加速度反应谱比特性分析[J].地震工程与工程振动.2010.02(Li Heng,Qin Xiaojun.Vertical and horizontal acceleration response spectrum analysis[J].Earthquake Engineering and Engineering Vibration,2010.02(in Chinese)).
[4]周正华,林淋等.竖向地震动反应谱[J].防灾减灾工程学报.2007.04(Zhou Zhenghua,Lin Lin,et al.The response spectrum of vertical ground motion[J].Journal of disaster prevention and mitigation,2007.04(in Chinese)).
[5]徐龙军,谢礼立.竖向地震动加速度反应谱特性[J].地震工程与工程振动.2007.12(Xu Longjun,Xie Lili.Characteristics of vertical acceleration response spectra[J].Earthquake Engineering and Engineering Vibration,2007.12(in Chinese)).
[6]周正华,周雍年等.竖向地震动特征研究[J].地震工程与工程振动.2003.06(Zhou Zhenghua,Zhou Yongnian,et al.Research on characteristics of vertical ground motion[J].Earthquake Engineering and Engineering Vibration,2003.06(in Chinese)).
[2]罗开海,王亚勇.中美欧抗震设计规范地震动参数换算关系的研究[J].建筑结构,2006.08(Luo Kaihai,Wang Yayong.Study on Sino European Code for seismic design ground motion parameters conversion relation[J].Building Structure,2006.08(in Chinese)).
[3]李恒,秦小军.竖向与水平向地震动加速度反应谱比特性分析[J].地震工程与工程振动.2010.02(Li Heng,Qin Xiaojun.Vertical and horizontal acceleration response spectrum analysis[J].Earthquake Engineering and Engineering Vibration,2010.02(in Chinese)).
[4]周正华,林淋等.竖向地震动反应谱[J].防灾减灾工程学报.2007.04(Zhou Zhenghua,Lin Lin,et al.The response spectrum of vertical ground motion[J].Journal of disaster prevention and mitigation,2007.04(in Chinese)).
[5]徐龙军,谢礼立.竖向地震动加速度反应谱特性[J].地震工程与工程振动.2007.12(Xu Longjun,Xie Lili.Characteristics of vertical acceleration response spectra[J].Earthquake Engineering and Engineering Vibration,2007.12(in Chinese)).
[6]周正华,周雍年等.竖向地震动特征研究[J].地震工程与工程振动.2003.06(Zhou Zhenghua,Zhou Yongnian,et al.Research on characteristics of vertical ground motion[J].Earthquake Engineering and Engineering Vibration,2003.06(in Chinese)).