期刊检索

  • 2024年第56卷
  • 2023年第55卷
  • 2022年第54卷
  • 2021年第53卷
  • 2020年第52卷
  • 2019年第51卷
  • 2018年第50卷
  • 2017年第49卷
  • 2016年第48卷
  • 2015年第47卷
  • 2014年第46卷
  • 2013年第45卷
  • 2012年第44卷
  • 2011年第43卷
  • 2010年第42卷
  • 第1期
  • 第2期

主管单位 中华人民共和国
工业和信息化部
主办单位 哈尔滨工业大学 主编 李隆球 国际刊号ISSN 0367-6234 国内刊号CN 23-1235/T

期刊网站二维码
微信公众号二维码
引用本文:徐朝阳,冀昆,温瑞智.水平双向地震动记录选取及其敏感性分析[J].哈尔滨工业大学学报,2021,53(10):122.DOI:10.11918/202010081
XU Zhaoyang,JI Kun,WEN Ruizhi.Selection and sensitivity analysis of horizontal bidirectional ground motion records[J].Journal of Harbin Institute of Technology,2021,53(10):122.DOI:10.11918/202010081
【打印本页】   【HTML】   【下载PDF全文】   查看/发表评论  下载PDF阅读器  关闭
过刊浏览    高级检索
本文已被:浏览 1168次   下载 780 本文二维码信息
码上扫一扫!
分享到: 微信 更多
水平双向地震动记录选取及其敏感性分析
徐朝阳1,2,冀昆1,2,温瑞智1,2
(1.中国地震局工程力学研究所,哈尔滨 150080;2.地震工程与工程振动重点实验室(中国地震局工程力学研究所),哈尔滨 150080)
摘要:
为研究水平双向地震动记录选取中不同地震动参数间的差异性,以中国GB 50011—2010《建筑抗震设计规范》为例,对比选取记录的地震动特性和结构响应的差异。本文通过线性调幅和全周期谱匹配法,在两种工况下按照误差排序分别进行记录选取,并输入到4层和12层混凝土框架结构中,对比研究结构层间位移角和层间剪力,同时对比选取记录的地震动特性并分析其敏感性。结果表明:与均方根谱和几何平均谱相比,最大方向谱选取记录的结构响应、放缩系数、地震动特性离散性更小;与目标谱相比,最大方向谱选取的记录在中短周期偏保守,均方根谱和几何平均选取的记录在中长周期偏保守;采用最大方向谱选波时,选取结果的有效加速度和有效速度的敏感性偏高,而均方根谱和几何平均谱的敏感性偏低。在实际工程应用中,不应以偏概全,在保证经济性和实用性的前提下,建议依据不同的工程需求采用不同的地震动参数进行地震动记录的选取。
关键词:  双向地震动  记录选取  中国规范  谱匹配  地震动特性
DOI:10.11918/202010081
分类号:P315.9
文献标识码:A
基金项目:国家自然科学基金(51908518);国家重点研发计划(2017YFC1500801);黑龙江省自然科学基金优秀青年项目(YQ2019E036)
Selection and sensitivity analysis of horizontal bidirectional ground motion records
XU Zhaoyang1,2,JI Kun1,2,WEN Ruizhi1,2
(1.Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China; 2.Key Lab of Earthquake Engineering and Engineering Vibration (Institute of Engineering Mechanics, China Earthquake Administration), Harbin 150080, China)
Abstract:
To study the differences of various ground motion parameters in the selection of horizontal bidirectional ground motion records, by taking the “Code for Seismic Design of Buildings” (GB 50011—2010) as an example, the differences of ground motion characteristics and structural responses of selected records were compared. The records were selected in order of error by linear amplitude and full period spectrum matching method under two working conditions, which were then input to 4-story and 12-story concrete frame structures to analyze the story displacement angle and story shear force. Meanwhile, the characteristics and sensitivity of the selected ground motion records were compared. Results show that the structural response, scaling coefficient, and ground motion characteristics of the records selected by the maximum direction spectrum have less discreteness in comparison with those of sum of mean square spectrum and geometric average spectrum. Compared with the target spectrum, the records selected by the maximum direction spectrum are more conservative in medium and short periods, and those selected by sum of mean square spectrum and geometric average spectrum are more conservative in medium and long periods. When using maximum direction spectrum for ground motion selection, the sensitivity of effective peak acceleration (EPA) and effective peak velocity (EPV) of the selection results are higher, while those of sum of mean square spectrum and geometric average spectrum are lower. In practical engineering application, it is suggested that different ground motion parameters should be selected according to different engineering requirements under the premise of ensuring economy and practicability.
Key words:  bidirectional ground motion  records selection  Chinese code  spectral matching  ground motion characteristics

友情链接LINKS