[1] MAES J,SOL H,GUILLAUME P. Measurements of the dynamic railpad properties[J]. Journal of Sound and Vibration,2006,293(3):557-565. [2] 中华人民共和国铁路局. TB/T 3395.1-2015高速铁路扣件第1部分:通用技术条件[S].北京:中国铁道出版社,2016.National Railway Administration of the PRC. TB/T3395.1-2015 Fastening system for high-speed railway Part 1:General requirement[S]. Beijing:China Railway Publishing House,2016. [3] 韦凯,王丰,杨麒陆,等.钢轨扣件弹性垫板的宽频动力性能及其理论表征[J].铁道学报,2019,41(2):130-136.WEI Kai,WANG Feng,YANG Qilu,et al. Broad frequency-domain dynamic properties of rail pad and its theoretical model[J]. Journal of the China Railway Society,2019,41(2):130-136. [4] 张攀.高铁无砟轨道扣件系统弹性垫板温/频变动力特征及其影响研究[D].成都:西南交通大学,2016.ZHANG Pan. Study on the temperature-dependent and frequency-dependent dynamic characteristics of pads used in unballasted track of high-speed railway[D].Chengdu:Southwest Jiaotong University,2016. [5] 罗曜波.高速铁路WJ-7扣件静、动力分析研究[D].昆明:昆明理工大学,2017.LUO Yaobo. Static and dynamic analysis of high speed railway WJ-7 fastening[D]. Kunming:Kunming University of Science and Technology,2017. [6] 黄浩志,王安斌,高晓刚.高速铁路用ω型弹条性能研究及结构改进[J].铁道标准设计,2021,65(4):36-40.HUANG Haozhi,WANG Anbin,GAO Xiaogang. Study on the performance and structural improvement of theωtype fastening clip for high-speed railway[J]. Railway Standard Design,2021,65(4):36-40. [7] 胡小玲.炭黑填充橡胶黏超弹性力学行为的宏细观研究[D].湘潭:湘潭大学,2013.HU Xiaoling. Micro-and macro-viscohyperelastic behavior of carbon black filled rubbers[D]. Xiangtan:Xiangtan University,2013. [8] British Standards Institution. ISO 10846-1. Acoustics and vibration-Laboratory measurement of vibro-acoustic transfer properties of resilient elements. Part 1. Principles and guidelines[S]. Switzerland:ISO Copyright Office,2005. [9] THOMPSON D J,VLIET W J V,VERHEIJ J W.Development of the indirect method for measuring the high frequency dynamic stiffness of resilient elements[J].Journal of Sound Vibration,1998,213(1):169-188. [10] THOMPSON D J,VERHEIJ J W. The dynamic behaviour of rail fasteners at high frequencies[J]. Applied Acoustics,1997,52(1):1-17. [11] FENANDERÅ. Frequency dependent stiffness and damping of railpads[J]. Proceedings of the Institution of Mechanical Engineers,Part F:Journal of Rail and Rapid Transit,1997,211(1):51-62. [12] 赵汝康.铁路钢轨扣件[M].北京:中国铁道出版社,2018.ZHAO Rukang. Rail fastener[M]. Beijing:China Railway Publishing House,2018. [13] 吴义春,李春兰,徐志磊,等. WJ-8型高铁用聚氨酯弹性垫板的研究[J].聚氨酯工业,2011,26(6):31-34.WU Yichun,LI Chunlan,XU Zhilei,et al. Research on WJ-8 type polyurethane resilient tie pad using in high speed railway track[J]. Polyurethane Industry,2011,26(6):31-34. [14] 裴家明.超低温环境下钢的力学性能研究.第20届全国结构工程学术会议论文集(第Ⅰ册)[C]//宁波:中国力学学会工程力学编辑部,2011:397-400.PEI Jiaming. Study on the mechanical properties of reinforcement at cryogenic temperatures. Proceedings of the Twenties National Conference on Structural Engineering(NO.1)[C]//Ningbo:Engineering Mechanics Editorial Department of The Chinese Society of Theoretical and Applied Mechanics,2011:397-400. [15] 邹德高,徐斌,孔宪京.瑞利阻尼系数确定方法对高土石坝地震反应的影响研究[J].岩土力学,2011,32(3):797-803.ZOU Degao, XU Bin, KONG Xianjing. Study of influence of different methods for calculating Rayleigh damping coefficient on high earth-rock dam seismic response[J]. Rock and Soil Mechanics,2011,32(3):797-803. |