Comparative study of 2D and 2.5D responses of long underground tunnels to moving train loads-Reference-Cited by-同舟云学术

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Comparative study of 2D and 2.5D responses of long underground tunnels to moving train loads

Published:2017-06 Issue: Volume:97 Page:86-100
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Yang Y.B.,Liang Xujie,Hung Hsiao-Hui,Wu Yuntian

Funder

National Natural Science Foundation of China

Ministry of Science & Technology of China

Chongqing Municipal Natural Science Foundation

China Metallurgical Group Corporation

China Academy of Engineering

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference42 articles.

1. Frequency-independent infinite elements for analyzing semi-infinite problems;Yang;Int J Numer Methods Eng,1996

2. A parametric study of wave barriers for reduction of train-induced vibrations;Yang;Int J Numer Methods Eng,1997

3. Analytical frequency-dependent infinite elements for soil-structure interaction analysis in two-dimensional medium;Yun;Eng Struct,2000

4. Surface ground vibration due to a moving train in a tunnel: two-dimensional model;Metrikine;J Sound Vib,2000

5. Numerical prediction of low-frequency ground vibrations induced by high-speed trains at Ledsgaard, Sweden;Paolucci;Soil Dyn Earthq Eng,2003

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