Three-dimensional analysis of in-filled trench as barriers for isolating vibration in far field
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Three-dimensional analysis of in-filled trench as barriers for isolating vibration in far field
Vol. 26, Issue 8, (2005)
作者机构:
1. 同济大学 地下建筑与工程系,上海,200092
2. 上海浦东工程建设管理有限公司,上海,201201
作者简介:
基金信息:
DOI:
CLC:TU352
Online First:26 December 2013,
Published:2005
稿件说明:
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GAO Guang-yun, LI Zhi-yi, QIU Chang. Three-dimensional analysis of in-filled trench as barriers for isolating vibration in far field[J]. 2005, 26(8).
DOI:
GAO Guang-yun, LI Zhi-yi, QIU Chang. Three-dimensional analysis of in-filled trench as barriers for isolating vibration in far field[J]. 2005, 26(8).DOI:
Three-dimensional analysis of in-filled trench as barriers for isolating vibration in far field
In-filled trench is equivalent to an obstacle in half-space when it was used for isolating vibration. Based on the integral equation of Rayleigh wave scattering
the paper studied the passive isolating vibration in far field by in-filled trench barrier in 3-D
and discussed some key factors affecting effectiveness of barriers. The results show that rigid material has a better effect than flexible one in isolating vibration
so the former should be selected as barrier material in engineering. The effect of isolating vibration is due to the depth and thickness of the trench. When the depth of barriers is more than a Rayleigh wave length
the effectiveness of isolating vibration increases for a little with the barrier depth increase.