振动
结构工程
有限元法
情态动词
模态分析
还原(数学)
压舱物
声学
正常模式
工程类
材料科学
物理
数学
几何学
电气工程
高分子化学
作者
Yu-Hung Pai,Chengi Kuo,Cheng-Hao Huang,Chih-Chiang Lin
标识
DOI:10.1080/02533839.2023.2170929
摘要
Replacing conventional ballast track, direct-fixation tracks (DFTs) are supposed to generate less noise and vibration; however, the authorities obtain more complaints by metropolitan residents. In order to investigate the modal frequencies of DFTs, field tests were performed on viaduct with I-shape concrete girder on Western Trunk Line of Taiwan Railway Administration (TRA). Experimental modal analysis (EMA) was first conducted to capture the natural frequencies of DFT and frequency response function of the system. Vehicular vibrations were then measured to obtain the insertion loss of elastic baseplate and the frequency spectrum to reveal the effectiveness of DFTs in vibration reduction. The free vibration of the bridge after vehicle passing through was also collected to verify its nature frequencies. According to the results of field tests, the dynamic behavior of elastic baseplate should be considered in the system. To ensure those results, a finite element DFT model was established and given by the same hammer excitation from EMA. The findings from field tests match our finite element analysis, which have demonstrated that the major frequencies of DFT are not only close to 100 Hz and 630 Hz, respectively, but the mass of the elastic baseplate should not have been overlooked in simulation.
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