Response of Noise Barrier for Existing Railway Bridges under Impulsive Pressure Induced by High-Speed Train

潘光艳.客运专线路基与相关站后专业系统集成问题探讨[J].铁路标准设计,2005(3):1-3.PAN Guangyan.Integration of subgrade of passenger dedicated railways with relevant systems[J].Railway Standard Design,2005(3):1-3.[2] 韩艳,夏禾,张楠.列车提速下32 m PC简支T梁的横向刚度加固方案研究[J].铁道学报,2005,27(1):90-95.HAN Yan,XIA He,ZHANG Nan.Study on lateral rigidity reinforcement schemes for 32 m simply-supported PC T-beams under train speed raising[J].Journal of The China Railway Society,2005,27(1):90-95.[3] 郑希正.铁路提速既有线简支梁桥加固问题研究[J].国防交通工程与技术,2007,5(2):7-9.ZHENG Xizheng.On how to consolidate simple-supported railway bridges of the existing railway to adapt to train acceleration[J].Traffic Engineering and Technology for National Defence,2007,5(2):7-9.[4] 段金明,周敬宣.国外道路声屏障结构形式的研究进展[J].公路,2005,22(6):190-193.DUAN Jinming,ZHOU Jingxuan.Foreign research development of configurations of road noise barriers[J].Highway,2005,22(6):190-193.[5] 焦长洲,高波,王广地.声屏障结构的列车脉动风致振动分析[J].西南交通大学学报,2007,42(5):531-536.JIAO Changzhou,GAO Bo,WANG Guangdi.Vibration analysis of noise barrier structures subjected to train-induced impulsive wind pressure[J].Journal of Southwest Jiaotong University,2007,42(5):531-536.[6] SCHOLZ M,BUBA Z,BORUTTAU M.客运专线声屏障咨询报告[R].北京:PEC+S工程设计咨询服务有限公司,2007.[7] 张继文.客运专线铁路声屏障动力分析与结构设计研究阶段成果评审技术报告[R].南京:东南大学土木工程学院,2006.[8] ERNESTO H Z,ADRIAN L.Torsional response of symmetric buildings to incoherent and phase-delayed earthquake ground motion[J].Earthquake Engineering and Structural Dynamics,2003,32(7):1021-1038.[9] LIN J H,ZHANG Y H,LI Q S.Seismic spatial effects for long-span bridges using the pseudo excitation method[J].Engineering Structures,2004,26(9):1207-1216.[10] 沈顺高,张微敬,朱丹,等.大跨度机库结构多点输入地震反应分析[J].土木工程学报,2008,41(2):17-21.SHEN Shungao,ZHANG Weijing,ZHU Dan,et al.Seismic response analysis of two long-span hangars under multiple support excitations[J].China Civil Engineering Journal,2008,41(2):17-21.