[1]LI Bo,LI Xiaofei,WANG Zhijiang.Study on Intensity Parameters of the Monopole Communication Tower Subjected to the Pulse-like Ground Motion[J].Journal of Seismological Research,2023,46(02):291-299.[doi:10.20015/j.cnki.ISSN1000-0666.2023.0029]
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Study on Intensity Parameters of the Monopole Communication Tower Subjected to the Pulse-like Ground Motion

References:

戴靠山,周裕洲,李波,等.2020.近断层地震动对电厂主厂房的地震响应影响分析[J].地震工程与工程振动,40(4):8-16.
来庆辉,胡进军,谢礼立,等.2020.脉冲型地震动潜在潜在破坏势参数的相关性分析[J].世界地震工程,36(1):35-43.
刘爱文,厦珊,吕红山,等.2012.汶川地震极重灾区通信基站典型震害及原因分析[J].电信工程技术与标准化,25(12):82-86.
刘金龙,黄勇,喻绍宁.2016.尼泊尔8.1级地震通讯系统震害调查分析[J].自然灾害学报,25(2):146-151.
刘金龙,林均岐,刘如山,等.2013.芦山7.0级地震通讯系统震害调查分析[J].自然灾害学报,22(5):91-97.
阮左正,陈生年,李奎明.2017.铝合金三管通信塔研究[J].轻金属,54(3):42-45.
《汶川特大地震抗震救灾志》编纂委员会.2015.汶川特大地震抗震救灾志(卷四):地震灾害志[M].北京:方志出版社.
徐亚洲,田晓航,张慧,等.2020.近断层地震动作用下风机塔地震反应分析[J].地震工程与工程振动,40(1):57-66.
Amiri G G,Massah S R.2007.Seismic response of 4-legged self-supporting telecommunication tower[J].IJE Transactions B:ApNo.ications,20(2):107-126.
Baker J W.2006.Vector-valued ground motion intensity measures for probabilistic seismic demand analysis[D].Stanford:Stanford University.
Hossein E,Jalayer F,Lucchini A,et al.2015.Preliminary ranking of alternative scalar and vector intensity measures of ground shaking[J].Bulletin of Earthquake Engineering,13(10):2805-2840.
Jalayer F,Derisi R,Manfredi G.2015.Bayesian cloud analysis:efficient structural fragility assessment using linear regression[J].Bulletin of Earthquake Engineering,13(4):1183-1203.
Kazantzi A K,Vamvatsikos D.2015.Intensity measure selection for vulnerability studies of building classes[J].Earthquake Engineering and Structural Dynamics,44(15):2677-2694.
Lai Q H,Hu J J,Xu L J,et al.2022.Method for ranking pulse-like ground motions according to damage potential for reinforced Concrete Frame Structures[J].Buildings,12:754.https://doi.org/10.3390/.
Padgett J E,Nielson B G,DesRoches R.2008.Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios[J].Earthquake Engineering and Structural Dynamics,37(5):711-725.
Pan H Y,Li C,Tian L.2021.Seismic fragility analysis of transmission towers considering effects of soil-structure interaction and depth-varying ground motion inputs[J].Bulletin of Earthquake Engineering,19:4311-4337.
Tian L,Gai X,Qu B.2017.Shake table tests of steel towers supporting extremely long-span electricity transmission lines under spatially correlated ground motions[J].Engineering Structures,132:791-807.
Tian L,Ma R S,Qu B.2018.Influence of different criteria for selecting ground motions compatible with IEEE 693 required response spectrum on seismic performance assessment of electricity transmission towers[J].Engineering Structures,156:337-350.
Yakhchalian M,Amiri G G.2019.A vector intensity measure to reliably predict maximum drift in low-to mid-rise buildings[J].Proceedings of the Institution of Civil Engineers-Structures and Buildings,172(1):42-54.
Zhai C H,Li C H,Kunnath S,et al.2018.An efficient algorithm for identifying pulse-like ground motions based on significant velocity half-cycles[J].Earthquake Engineering of Structure Dynamics,47(3):757-771.

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