[1]LI Ximei,SU Runtian,LI Mingrui,et al.Risk Analysis of the Bridge Hit by the Mainshock-aftershock Sequence Considering Fault Distance[J].Journal of Seismological Research,2024,47(02):300-310.[doi:10.20015/j.cnki.ISSN1000-0666.2024.0024]
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Risk Analysis of the Bridge Hit by the Mainshock-aftershock Sequence Considering Fault Distance

References:

包旭.2020.主余震序列作用下核电厂安全壳的动力响应分析和抗震安全评估[D].哈尔滨:哈尔滨工业大学.
Bao X.2020.Dynamic analysis and seismic safety assessment of nuclear power plant containment structures subjected to mainshock-aftershock sequences[D].Harbin:Harbin Institute of Technology.(in Chinese)
傅杰.2019.断层距对连续刚构桥地震易损性的影响规律研究[D].成都:西南交通大学.
Fu J.2019.Research on the influence of fault distance on seismic vulnerability of continuous rigid frame bridge[D].Chengdu:Southwest Jiaotong University.(in Chinese)
何顺龙,符晓敏.2021.主余震序列作用下结构损伤性能研究现状综述[J].四川建筑,41(1):174-176.
He S L,Fu X M.2021.Review on the research status of structural damage performance under the action of main aftershock sequence[J].Sichuan Architecture,41(1):174-176.(in Chinese)
胡进军,赵泽锋,谢礼立.2020.考虑场地类别和断层距的地震动及结构响应参数相关性分析[J].地震工程与工程振动,40(2):13-22.
Hu J J,Zhao Z F,Xie L L.2020.Correlation analysis of ground motion parameters and structural response parameters considering the site condition and fault distance[J].Earthquake Engineering and Engineering Dynamics,40(2):13-22.(in Chinese)
黄明刚.2009.钢筋混凝土连续梁桥的地震易损性、危险性及风险分析[D].哈尔滨:哈尔滨工业大学.
Huang M G.2009.Seismic fragility,hazard and risk analysis of reinforced concrete continuous girder bridges[D].Harbin:Harbin Institute of Technology.(in Chinese)
李帅.2018.近断层地震动工程特性及其作用下大跨斜拉桥地震响应分析[D].南京:东南大学.
Li S.2018.Engineering characteristics of near-fault ground motion and seismic response analysis of long-span cable-stayed bridge under action[D].Nanjing:Southeast University.(in Chinese)
李喜梅,李明睿,母渤海.2021.人工主余震作用下桥墩结构损伤预测评估分析[J].地震工程学报,43(6):1402-1408.
Li X M,Li M R,Mu B H.2021.Damage prediction and evaluation of bridge pier structure under artificial mainshock-aftershock sequences[J].China Earthquake Engineering Journal,43(6):1402-1408.(in Chinese)
梁岩,闫佳磊,牛欢,等.2019.考虑主余震作用的近海桥墩时变地震易损性分析[J].地震工程学报,41(4):887-894.
Liang Y,Yan J L,Niu H,et al.2019.Time-dependent seismic fragility analysis of offshore bridge piers under mainshock and aftershocks[J].China Earthquake Engineering Journal,41(4):887-894.(in Chinese)
刘淼鑫,谭平,魏路.2015.基于损伤性能并考虑主余震作用的消能减震结构抗震设计[J].地震研究,38(3):480-485.
Liu M X,Tan P,Wei L.2015.Seismic design on energy dissipation structures under major and aftershocks earthquakes based on damage performance[J].Journal of Seismological Research,38(3):480-485.(in Chinese)
吕晓健,高孟潭,郝平,等.2010.中国大陆7级大地震强余震震级和空间分布特征[J].地震学报,30(2):61-70.
Lyu X J,Gao M T,Hao P,et al.2010.Magnitude and spatial distribution of strong aftershocks of M7 earthquakes in mainland China[J].Acta Seismologica Sinica,30(2):61-70.(in Chinese)
任文静.2017.近海桥梁地震易损性及风险分析[D].大连:大连理工大学.
Ren W J.2017.Seismic vulnerability and risk analysis of the offshore bridge[D].Dalian:Dalian University of Technology.(in Chinese)
任雪梅,高孟潭,刘爱文,等.2009.1900年以来我国西南地区强余震统计特征[J].震灾防御技术,4(2):200-208.
Ren X M,Gao M T,Liu A W,et al.2009.Statistical characteristics of strong aftershocks since 1990 in southwestern China[J].Technology for Earthquake Disaster Prevention,4(2):200-208.(in Chinese)
王通行.2019.长持时主余震作用下钢筋混凝土连续梁桥易损性分析[D].西安:长安大学.
Wang T X.2019.Vulnerability analysis or reinforced concrete continuous beam bridge under the action of main aftershock[D].Xi’an:Chang’an University.(in Chinese)
夏长华,郭龙.2014.大地震震害与震中距或断层距的相关性[J].工业建筑,44(1):5-8.
Xia C H,Guo L.2014.The correlation of earthquake damage with epicentral distance and fault margins[J].Industrial Construction,44(1):5-8.(in Chinese)
解孟雨,孟令媛.2022.推定最大余震震级法在南北地震带的应用[J].地震研究,45(3):424-433.
Xie M Y,Meng L Y.2022.Application of the method of the inferred magnitude of the largest aftershock in the North-south Seismic Belt[J].Journal of Seismological Research,45(3):424-433.(in Chinese)
于晓辉,马富梓,吕大刚.2020.考虑多次余震的钢筋混凝土框架结构地震损伤分析[J].建筑结构学报,41(S2):19-26.
Yu X H,Ma F Z,Lyu D G.2020.Seismic damage analyses of reinforced concrete frame structures considering multiple aftershocks[J].Journal of Building Structures,41(S2):19-26.(in Chinese)
袁万城,王征南,庞于涛,等.2016.连续梁桥在主震-余震序列波下的地震易损性分析[J].哈尔滨工程大学学报,37(12):1671-1676.
Yuan W C,Wang Z N,Pang Y T,et al.2016.Seismic fragility analysis of a continuous girder bridge subject to an earthquake mainshock-aftershock sequence[J].Journal of Harbin Engineering University,37(12):1671-1676.(in Chinese)
中华人民共和国国务院.1995.破坏性地震应急条例[Z].
The State Council of the People’s Republic of China.1995.Emergency Regulations for Destructive Earthquakes[Z].(in Chinese)
朱瑞广,吕大刚.2019.基于Copula函数的主余震地震动强度参数相关性分析[J].工程力学,36(2):114-123.
Zhu R G,Lyu D G.2019.Copula-based correlation analysis of intensity measures of mainshock-aftershock ground motions[J].Engineering Mechanics,36(2):114-123.(in Chinese)
GB/T 50283—1999,公路工程结构可靠度设计统一标准[S].
GB/T 50283—1999,Unified Standard for Reliability Design of Highway Engineering Structures[S].(in Chinese)
JTGT 2231-01—2020,公路桥梁抗震设计规范[S].
JTGT 2231-01—2020[S],Specifications for Seismic Design of Highway Bridges[S].(in Chinese)
DHS.2009.HAZUS-MH MR4 earthquake model user manual[M].Washington D C:Department of Homeland Security,Federal Emergency Management Agency,Mitigation Division.
Goda K,Taylor C A.2012.Effects of aftershocks on peak ductility demand due to strong ground motionrecords from shallow crustal earthquakes[J].Earthquake Engineering & Structural Dynamics,41(15):2311-2330.
Hatzigeorgiou G D.2010.Ductility demand spectra for multiple near- and far-fault-earthquakes[J].Soil Dynamics and Earthquake Engineering,30(4):170-183.
HAZUS99.1999.User’s Manual[M].Washington D C,USA.Federal Emergency Management Agency.
Lee K,Foutch D A.2004.Performance evaluation of damaged steel frame buildings subjected to seismic loads[J].Journal of Structural Engineering,130(4):588-599.
Li Q,Ellingwood B R.2010.Performance evaluation and damage assessment of steel frame buildings under mainshock-aftershock earthquake sequences[J].Earthquake Engineering & Structural Dynamics,36(3):405-427.
Park Y J,Ang A H S.1985.Mechanistic seismic damage model for reinforced concrete[J].Journal of Structural Engineering,111(4):722-739.
Park Y J.1987.IDARC:inelastic damage analysis of reinforced concrete:frame-shear-wall structures[M].NCEER.
Stone W C,Taylor A W.1993.Seismic performance of circular bridge columns designed in accordance with AASHTO/CALTRANS standards[J].National Institute of Standards and Technology,170:102-106.
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