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武漢火車站高速列車對(duì)建筑結(jié)構(gòu)的振動(dòng)影響研究
顏 鋒1,錢基宏1,趙鵬飛1,湯榮偉1,潘國華2, 陶 勇2, 陽 升1
摘 要

顏 鋒1,錢基宏1,趙鵬飛1,湯榮偉1,潘國華2,  陶  勇2,  陽  升1
(1 中國建筑科學(xué)研究院,北京100013;2 中鐵第四勘察設(shè)計(jì)院集團(tuán)有限公司,武漢430063)

[摘要]  武漢火車站的列車將從站房中高速穿過,通過車輛-等效橋梁耦合系統(tǒng)以及橋梁-站房系統(tǒng)的分步求解,確定了車輛-橋梁-站房結(jié)構(gòu)系統(tǒng)動(dòng)力學(xué)計(jì)算的求解策略與方法,研究了列車高速通過站房所引起的建筑結(jié)構(gòu)動(dòng)力響應(yīng)以及相應(yīng)的理論和方法。并針對(duì)所得結(jié)果選擇了合適的評(píng)判標(biāo)準(zhǔn),解決了在高速列車穿越引起的振動(dòng)下建筑結(jié)構(gòu)的安全、經(jīng)濟(jì)及使用性能的問題。
[關(guān)鍵詞]  車輛-橋梁-站房系統(tǒng);動(dòng)力響應(yīng);舒適度

    Study of vibration effect caused by high speed train in Wuhan railway station
   
Yan Feng1, Qian Jihong1, Zhao Pengjei1, Tang Rongwei1, Pan Guohua2,Tao Yong2,Yang Sheng1
    (1  China Academy of Building Research, Beijing 100013 ,China; 2 China Railway Siyuan Survey and Design Group Co.,Ltd., Wuhan 430063 ,China)

Abstract:  The dynamic responses of train-bridge-station system has not been studied while train will go through Wuhan railway station with high speed. By solving the train-equivalent bridge system and bridge-station system, the principle and methods of dynamic responses of train-bridge-station system are pmvided. The dynamic responses of station due to the crossing of high speed train are studied. The results are evaluated with appropriate criterion. The safety, economy and performance due to the crossing of train are settled.
Keywords:  vehicle-bridge-station system; dynamic responses; vibration serviceability

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