[1]王丽萍,张伟,罗文文,等.基于区域地震活动性参数的断层错动量概率分析方法[J].自然灾害学报,2018,(04):166-170.[doi:10.13577/j.jnd.2018.0422]
 WANG Liping,ZHANG Wei,LUO Wenwen,et al.Seismic hazard analysis method for fault rupture and dislocation based on regional seismicity parameters[J].,2018,(04):166-170.[doi:10.13577/j.jnd.2018.0422]
点击复制

基于区域地震活动性参数的断层错动量概率分析方法
分享到:

《自然灾害学报》[ISSN:/CN:23-1324/X]

卷:
期数:
2018年04期
页码:
166-170
栏目:
出版日期:
2018-09-28

文章信息/Info

Title:
Seismic hazard analysis method for fault rupture and dislocation based on regional seismicity parameters
作者:
王丽萍 张伟 罗文文 蒋利成
重庆科技学院 建筑工程学院, 重庆 401331
Author(s):
WANG Liping ZHANG Wei LUO Wenwen JIANG Licheng
Chongqing University of Science and Technology, Chongqing 401331, China
关键词:
长线性工程结构活动断层错动量概率性分析方法地铁隧道
Keywords:
long-linear engineering structuresactive faultfault rupture and dislocationprobability analysis methodmetro tunnel
分类号:
P315.92;X43;TU4
DOI:
10.13577/j.jnd.2018.0422
摘要:
许多情况下长线性工程结构不可避免跨越活动断层,一旦断层错动将会引起不可恢复的破坏。断层错动量是结构抗断设计输入依据。为与以概率论为基础的地面震动危险性在形式上协调,本文以断层错动危险性分析方法为基础,通过引入地震引发错动的概率和考虑区域地震活动性参数,提出基于区域地震活动性参数的断层错动量概率分析方法。并将此方法应用于乌鲁木齐地铁隧道跨越断层错动量风险评估。
Abstract:
Long-linear engineering structures inevitably cross the active fault in many cases, they will suffer irreversible damage due to fault rupture and dislocation. The magnitude of fault rupture and dislocation is the input basis for structural fault resistance design. In order to coordinate the risk of ground motion based on probability theory, a modified probability method for estimating the hazard level of fault rupture and dislocation is put forward in this paper. The probability of fault rupture induced dislocation, and regional seismicity parameters are introduced in the modified method. Finally, a project case used to illustrate the calculation procedure is given.

参考文献/References:

[1] 赵颖. 通过活断层区地铁隧道地震反应分析[D]. 哈尔滨:中国地震局工程力学研究所, 2014. ZHAO Ying. Seismic Response Analyses of Metro Tunnel Across Active Fault[D]. Harbin:Institute of Engineering Mechanics, China Earthquake Administration, 2014. (in Chinese)
[2] 方林, 宋林俐. 穿越断层破碎带隧道减震措施研究[J]. 公路, 2012, 2(2):194-197. FANG Lin, SONG Linli. Research on vibration-absorption measures of tunnels through fault[J]. High Way, 2012, 2:194-197. (in Chinese)
[3] 方林, 宋林俐, 高波, 等. 减震层对穿越断层隧道地震响应影响分析[J]. 公路交通技术, 2010, 4(2):90-93. FANG Lin, SONG Linli, GAO Bo, et al. Analysis of influences of buffer layer on seismic response of tunnels through faults[J]. Technology of Highway and Transport, 2010, 4(2):90-93. (in Chinese)
[4] 王峥峥, 高波, 李斌, 等. 跨断层隧道振动台模拟试验研究I:试验方案设计[J]. 现代隧道技术, 2014, 51(2):50-55. WANG Zhengzheng, GAO Bo, LI Bin, et al. Experimental study using a shaking table model for a tunnel passing through faults (part I):test scheme design[J]. Modern Tunnelling technology, 2014, 51(2):50-55. (in Chinese)
[5] 李小军, 侯春林, 赵雷, 等. 跨断层埋地管道反应分析改进的Newmark方法[J]. 岩土力学, 2008, 29(5):1210-1216. LI Xiaojun, HOU Chunlin, ZHAO Lei, et al. An improved Newmark method for analyzing response of buried pipeline crossing fault[J]. Rock and Soil Mechanics, 2008, 29(5):1210-1216. (in Chinese)
[6] 黄强兵, 彭建兵, 范文, 等. 西安地铁二号线沿线地裂缝未来错动量估算及工程分级[J]. 工程地质学报, 2017, 15(4):469-474. HUANG Qiangbing, PENG Jianbing, FAN Wen, et al. Estimation of the maximum displacement of ground fissures along Xi’an metro line 2 and its engineering classification[J]. Journal of Engineering Geology, 2017, 15(4):469-474. (in Chinese)
[7] 黄强兵, 彭建兵, 王启耀, 等. 地铁隧道穿越地裂缝带的结构抗裂预留位移量[J]. 岩石力学与工程学报, 2010, 29(1):2669-2675. HUANG Qiangbing, PENG Jianbing, WANG Qiyao, et al. Reserved displacements for anti-crack design of metro tunnel passing through active ground fissure zones[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(1):2669-2675. (in Chinese)
[8] 苏经宇, 周锡元, 樊水荣. 断层错动的危险性分析方法[J]. 地震工程与工程振动, 1993, 13(4):14-21. SU Jingyu, ZHOU Xiyuan, FAN Shuirong. Seismic hazard analysis method for fault rupture and dislocation[J]. Earthquake Engineering and Engineering Dynamics, 1993, 13(4):14-21. (in Chinese)
[9] 闻学泽, 贾晋康. 宝鸡-彭县、天水-宝轮地区全新世断裂最大发震能力与未来百年最大位移量评估[J]. 四川地震, 1996(1):31-45. WEN Xueze, JIA Jinkang. Assessment on the maximum seismic capacity of holocene faults and the maximum displacement in the next hundred years in Yipeng county and Tianshui Yiren area[J]. Earthquake Research in Sichuan, 1996(1):31-45. (in Chinese)
[10] 马东辉, 李刚, 孙平善. 强震地面断裂评估的概率分析研究[J]. 世界地震工程, 2005, 21(1):6-11. MA Donghui, LI Gang, SUN Pingshan. Probability analysis on the estmi ation of ground ruptures induced by strong earthquakes[J]. World Earthquake Engineering, 2005, 21(1):6-11. (in Chinese)
[11] 邓起东, 于贵华, 叶文华. 地震地表破裂参数与震级的关系研究[A]. 活动断裂研究(2):1992. DENG Qidong, YU Guihua, YE Wenhua. Relationship betw een earthquake magnitude and parameter of surface rupture associated with historical earthquake[A]. Research on Active Fault(2):1992. (in Chinese)

相似文献/References:

[1]张建毅,薄景山,袁一凡,等.活动断层及其避让距离研究综述[J].自然灾害学报,2012,(02):009.
 ZHANG Jianyi,BO Jingshan,YUAN Yifan,et al.Review of research on active fault and its setback[J].,2012,(04):009.
[2]刘艳琼,赵纪生,刘培玄.基于GPS的川青地块周边活断层上大震序列分析[J].自然灾害学报,2015,(03):058.[doi:10.13577/j.jnd.2015.0308]
 LIU Yanqiong,ZHAO Jisheng,LIU Peixuan.GPS-based analysis of large earthquakes sequence on active faults near Chuanqing block[J].,2015,(04):058.[doi:10.13577/j.jnd.2015.0308]

备注/Memo

备注/Memo:
收稿日期:2018-05-01;改回日期:2018-06-10。
基金项目:重庆市教委科学技术研究项目(KJ1601308);重庆市自然科学基金项目(cstc2018jcyjA1266,cstc2018jcyjAX0052);重庆科技学院校内科研基金项目(CK2015B12,CK2016Z14,ck2017zkyb016)
作者简介:王丽萍(1980-),女,副教授,博士,主要从事工程结构抗震研究.E-mail:wangliping98@163.com
通讯作者:罗文文(1987-),男,讲师,博士,主要从事工程结构抗震研究.E-mail:luowenwen326@163.com
更新日期/Last Update: 1900-01-01