Vibration isolation of saturated foundations by functionally graded wave impeding block under a moving load-Reference-Cited by-同舟云学术

Vibration isolation of saturated foundations by functionally graded wave impeding block under a moving load

Published:2019-02 Issue:2 Volume:41 Page:
ISSN:1678-5878
Container-title:Journal of the Brazilian Society of Mechanical Sciences and Engineering
language:en
Short-container-title:J Braz. Soc. Mech. Sci. Eng.

Author:

Ma Qiang,Zhou Feng-xi,Zhang Wu-yu

Funder

the Cooperation Program of Qinghai Province

the Science and technology basic condition platform of Qinghai Province

Chinese Natural Science Foundation

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,General Engineering,Aerospace Engineering,Automotive Engineering,Industrial and Manufacturing Engineering,Applied Mathematics

Link

http://link.springer.com/article/10.1007/s40430-019-1602-5/fulltext.html

Reference31 articles.

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2. Chouw N, Le R, Schmid G (1991) An approach to reduce foundation vibrations and soil waves using dynamic transmitting behavior of a soil layer. Bauingenieur 66(1):215–221

3. Takemiya H, Fujiwara A (1994) Wave propagation/impediment in a stratum and wave impeding block (WIB) measured for SSI response reduction. Soil Dyn Earthq Eng 13:49–61

4. Peplow AT, Jones CJC, Petyt M (1999) Surface vibration propagation over a layered el astic half-space with an inclusion. Appl Acoust 56:283–296

5. Andersen L, Jones CJC (2006) Coupled boundary and finite element analysis of vibration from railway tunnels—a comparison of two-and three-dimensional models. J Sound Vib 293(3):611–625

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