版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請進行舉報或認(rèn)領(lǐng)
文檔簡介
1、華中科技大學(xué)碩士學(xué)位論文斜拉橋拉索振動及其抑振研究姓名:余康燁申請學(xué)位級別:碩士專業(yè):工程力學(xué)指導(dǎo)教師:楊文兵20070301IIAbstract In recent years, the cable-stayed bridge has made enormous progress in the world ,because of its reasonable structure form, superior span, pleasin
2、g shape, good mechanical properties and relative budget cost. Nowadays, it becomes one of the fastest developing and the most competitive bridge in the modern bridge engineering. At the same time , as the growing longer
3、span of the cable-stayed bridge, its frequency will be lower and the bridge will be sensitive to have external-induced vibration, which induces stay cables to vibrate more easily. It is necessary to have a study on the v
4、ibration of stay cables and the vibration recduction. In this paper, different classic wind induced stay cable vibration and the common method of cable vibration recduction are firstly introduced, of course includes new
5、forms of vibration which were found in recent years: the high-speed vortex excitation and the galloping instability of inclined cable. When the wind blow across the bridge, it may cause the buffeting of the bridge .The s
6、econd part of this paper is concerned with the parametric vibrations of the cable which caused by the buffeting of the cable-stayed bridge, building the cable-stayed bridge model in ANSYS and simulate the cable using an
7、appropriate element, programming and apply each cable with time-varying displacement at the support which lies to the bridge, obtain the swing of each cable, then apply the oil-damper to some of the cable which have a bi
8、ggish swing, and the results of the vibration recduction are satisfactory.At last, this paper have a research on the oil-damper,including the infection of the damper value and the height, angle of the oil-damper that are
9、 placed on the cable to the vibration recduction, what is more, drawing graphs of the vibration recduction of the oil-damper. From the graphs, it can be seen that the height which the oil-damper is placed on the cable is
溫馨提示
- 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
- 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
- 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
- 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
- 5. 眾賞文庫僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負(fù)責(zé)。
- 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請與我們聯(lián)系,我們立即糾正。
- 7. 本站不保證下載資源的準(zhǔn)確性、安全性和完整性, 同時也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。
最新文檔
- 橋面激勵下斜拉索振動及其抑振研究.pdf
- 斜拉橋拉索參數(shù)振動及減振研究.pdf
- 斜拉橋拉索參數(shù)振動及其控制研究.pdf
- 斜拉橋拉索的參數(shù)振動及其控制.pdf
- 斜拉橋拉索風(fēng)致振動研究.pdf
- 斜拉橋拉索振動控制.pdf
- 斜拉橋拉索的索-梁相關(guān)振動研究.pdf
- 斜拉橋索振動及減振裝置研究.pdf
- 斜拉橋拉索系統(tǒng)風(fēng)致振動的研究.pdf
- 斜拉橋拉索的參激振動研究.pdf
- 大跨斜拉橋拉索的參數(shù)振動及其控制.pdf
- 斜拉橋拉索振動控制理論分析.pdf
- 斜拉橋拉索風(fēng)雨激振的機理研究.pdf
- 超大跨徑斜拉橋斜拉索振動特性及減振措施研究.pdf
- 斜拉橋拉索的參數(shù)振動分析.pdf
- 大跨斜拉橋拉索局部振動特性及其影響研究.pdf
- 斜拉橋拉索振動控制新技術(shù)研究.pdf
- 大跨度鐵路斜拉橋拉索參數(shù)振動研究.pdf
- 斜拉橋超長拉索振動行為測試與研究.pdf
- 大跨度斜拉橋拉索渦激振動及其控制的研究.pdf
評論
0/150
提交評論