列車荷載作用下常用跨度槽型梁噪聲場分布特性研究
[Abstract]:The research of viaducture vibration and radiated noise caused by rail transit system involves many research fields of structural engineering. There is also a lot of work to be done in theory and a wide range of application prospects in practical engineering applications. Compared with T-beam of box girder, slot girder has many advantages, such as low building height, low noise pollution, beautiful appearance and so on. It is an excellent new type of structure for rail transit viaduct. In this paper, the distribution and characteristics of radiation noise of grooved bridges under vehicle loads in elevated structures are studied. The radiation noise distribution of box girder and T beam is compared. Firstly, the theoretical basis of structural vibration response analysis, the theoretical basis of acoustic field analysis and the flow chart of acoustic radiation calculation are summarized. An algorithm combining finite element and boundary element is proposed to calculate the acoustic radiation noise of the structure, and the common and different aspects of the direct boundary element and indirect boundary element in the boundary element method are compared. The indirect boundary element method and the direct boundary element method are used to calculate the radiation field of wheel-rail noise. By the combination of finite element program ANSYSand acoustics software Virtual.Lab Acoustics and Sysnoise, the acoustic radiation characteristics of slot beam, box beam and T-beam are simulated and analyzed. The dynamic response and radiation sound field of different bridges under vehicle loads are compared. The sound pressure distribution and propagation law of vibration radiation noise of slot beam are analyzed by time-history analysis and frequency spectrum analysis. Based on the measured data of wheel-rail noise sources and using the acoustic software Sysnoise to simulate wheel-rail noise, the distribution characteristics of wheel-rail noise field in frequency domain and space of grooved beam, box beam and T-shaped beam are studied. By changing the operating parameters of the train, the influence of the train on the vibration radiation noise and wheel-rail noise of the bridge is studied, which provides a useful reference value for the research on the noise reduction of the rail transit.
【學(xué)位授予單位】:北京交通大學(xué)
【學(xué)位級別】:碩士
【學(xué)位授予年份】:2014
【分類號】:U211.3;U441.3
【參考文獻】
相關(guān)期刊論文 前10條
1 陳波;趙曉波;;軌道交通預(yù)應(yīng)力混凝土槽型梁有限元分析[J];重慶交通大學(xué)學(xué)報(自然科學(xué)版);2011年S2期
2 黎勝,趙德有;用邊界元法計算結(jié)構(gòu)振動輻射聲場[J];大連理工大學(xué)學(xué)報;2000年04期
3 葛霖;張軍;兆文忠;李曉峰;;軌道車輪振動聲輻射邊界元法數(shù)值仿真[J];大連交通大學(xué)學(xué)報;2008年05期
4 胡新偉;黃醒春;;高架軌道梁振動與結(jié)構(gòu)噪聲的數(shù)值模擬[J];低溫建筑技術(shù);2007年02期
5 陳文艷,顧民杰;軌道交通雙線槽形梁的研究[J];地鐵與輕軌;2003年02期
6 吳萱,高日;列車引起的高架鐵路車站的振動與噪聲[J];都市快軌交通;2004年03期
7 夏禾,張楠,張鴻儒,DEROECK Guido;300km/h高速鐵路PC槽型梁動力試驗研究[J];工程力學(xué);2003年06期
8 ;低頻噪聲威脅市民健康[J];廣西質(zhì)量監(jiān)督導(dǎo)報;2004年06期
9 蘇建豐;廣州地鐵二號線高架試驗段大型預(yù)應(yīng)力預(yù)制“∪”型梁的有限元分析[J];廣州建筑;2004年01期
10 張雁歌;;聲振動病的研究進展[J];航空軍醫(yī);2005年01期
相關(guān)博士學(xué)位論文 前2條
1 楊新文;高速鐵路輪軌噪聲理論計算與控制研究[D];西南交通大學(xué);2010年
2 張鶴;交通荷載作用下橋梁振動與噪聲問題研究[D];浙江大學(xué);2010年
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