Non-linear 2-D FE analysis for the assessment of isolation performance of wave impeding barrier in reduction of railway-induced surface waves-Reference-Cited by-同舟云学术

Non-linear 2-D FE analysis for the assessment of isolation performance of wave impeding barrier in reduction of railway-induced surface waves

Published:2012-11 Issue: Volume:36 Page:1-13
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Çelebi E.,Göktepe F.

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference48 articles.

1. Prediction of ground vibration from freight trains;Jones;J Sound Vib,1996

2. Surface vibration propagation over a layered elastic half-space with an inclusion;Peplow;Appl Acoust,1999

3. Vibration impact of high-speed trains effects of track dynamics;Krylov;J Acoust Soc Am,1996

4. Massarsch KR. Settlements and damage caused by construction-induced vibrations. In: Proceedings int workshop wave 2000. Bochum, Germany; 2000. p. 299–315.

5. Two- and three-dimensional modeling of half-space and train-track embankment under dynamic loading;Adam;Soil Dyn Earthq Eng,2000

Cited by 41 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Experimental study on the influence of cracks on tunnel vibration under subway train load;Tunnelling and Underground Space Technology;2023-12

2. Introduction;Interaction Between Soil Foundation and Subway Shield Tunnel;2023-10-17

3. Train-induced vibration mitigation based on foundation improvement;Journal of Building Engineering;2023-10

4. Application of periodic structural wave impeding block for vibration isolation in foundation;Frontiers in Materials;2023-09-28

5. Periodic wave impeding barrier as a countermeasure of ground vibration;Advances in Mechanical Engineering;2023-08