中大機構典藏-NCU Institutional Repository-提供博碩士論文、考古題、期刊論文、研究計畫等下載:Item 987654321/3400
English  |  正體中文  |  简体中文  |  全文笔数/总笔数 : 78818/78818 (100%)
造访人次 : 34719072      在线人数 : 1627
RC Version 7.0 © Powered By DSPACE, MIT. Enhanced by NTU Library IR team.
搜寻范围 查询小技巧:
  • 您可在西文检索词汇前后加上"双引号",以获取较精准的检索结果
  • 若欲以作者姓名搜寻,建议至进阶搜寻限定作者字段,可获得较完整数据
  • 进阶搜寻


    jsp.display-item.identifier=請使用永久網址來引用或連結此文件: http://ir.lib.ncu.edu.tw/handle/987654321/3400


    题名: 高鐵700T型列車車廂內噪音之研究;The study of internal noise of the 700T high-speed train
    作者: 郭劍清;CHIEN-CHIN KUO
    贡献者: 環境工程研究所碩士在職專班
    关键词: 現場測量;高速鐵路;噪音特性;Field Measurement;Noise Characteristic;High Speed Railway
    日期: 2008-06-17
    上传时间: 2009-09-21 12:15:37 (UTC+8)
    出版者: 國立中央大學圖書館
    摘要: 高速鐵路車廂噪音除受外在車外噪音影響因子如車身結構、車輛氣動力、集電弓系統、輪軌作用、軌道結構型式及土建結構型式等因素影響而產生變化外,車內噪音影響因子,如行車速度、結構型式、坡度、曲率半徑與列車駕駛特性等亦不容小覷。針對車廂內噪音的變化將是本文探討重點。 本文是以國內外相關噪音文獻,量測標準與方法為基礎(如ISO 3381、JIS E 4021等),針對本國高鐵700T型列車之動力與非動力車廂共三節,進行鐵路車輛車內噪音量測試驗,觀察列車行進,經過各種不同結構型式時,其間的噪音現況與變化差異性。 隨著行車速率、車廂位置及結構形式之不同,車廂噪音值便會產生隨機變化產生差異。所以個別的行車速率、車廂位置及結構形式便會有不同的車廂噪音值。本研究發現不同結構型式的噪音差異以隧道段的噪音值最大(長隧道段又高於短隧道段),其次高架路段、路塹/堤段,最小為列車停靠時的車輛機械音量。通常列車行車速度於250km/hr時會有較明顯差異,速度在低於此值時噪音值為68-69dB,高過於此值則上升至70-71dB。此外,不同車廂的噪音差異也以第4節動力車廂噪音值最高(位於集電弓下方),其次第5節非動力車廂,最小的為第6節動力商務車廂。最後,同一列車車廂內噪音之差異,位於車廂兩側近門端座位的噪音值大於車廂中間座位的噪音值。 The high-speed carriage noise is not only effected by the car body, aerodynamic, pantograph, rail/wheel interaction, track form and civil structure etc., but the factor of vehicle interior noise (i.e. train speed, structure type gradients, radius and driving characteristics) is also very important. The change of noise within the carriage is the key in this paper. This paper is based on noise literature from home and abroad, and measurement standards and methods (i.e. ISO 3381, JIS E 4021). The internal noise monitoring of the carriage of the 700T train was carried out using three pairs of cars, each consisting of a power car and a non-power car. The differences of status and change were observed when the train passes by different structures. Because of the different factors of train speed, carriage location and structure form, the carriage noise value can change randomly, so the different sound levels will appear in the individual carriage, carriage location and structure form. The study results have shown the maximal difference of noise appeared in tunnel sections (longer tunnel sections were louder than short tunnel sections). Second highest are viaduct sections and cut/embankment sections. The minimal value is the mechanical sound when the train is approaching a station or stop. In general, the obvious differences appear when the train speed is 250KM/h or higher. At 250KM/h and above the noise value is up to 70-71dB. The noise value is 68-69dB when the speed is lower than 250KM/h. In addition, the maximal noise difference appeared in the 4th power carriage (located below the pantograph), the non-power car is second and the power business car is minimal value. At last, the noise value of the seats located in both sides of the carriage nearby the door is greater than the seats located in center section of the same train.
    显示于类别:[環境工程研究所碩士在職專班] 博碩士論文

    文件中的档案:

    档案 大小格式浏览次数


    在NCUIR中所有的数据项都受到原著作权保护.

    社群 sharing

    ::: Copyright National Central University. | 國立中央大學圖書館版權所有 | 收藏本站 | 設為首頁 | 最佳瀏覽畫面: 1024*768 | 建站日期:8-24-2009 :::
    DSpace Software Copyright © 2002-2004  MIT &  Hewlett-Packard  /   Enhanced by   NTU Library IR team Copyright ©   - 隱私權政策聲明