Study on dynamic response and permanent deformation of the pier and its surrounding sites induced by high-speed train loads in seasonally frozen regions-Reference-Cited by-同舟云学术

Study on dynamic response and permanent deformation of the pier and its surrounding sites induced by high-speed train loads in seasonally frozen regions

Published:2022-05 Issue: Volume:331 Page:127264
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Zheng Haizhong,Yan Wujian

Funder

Institute of Engineering Mechanics, China Earthquake Administration

Publisher

Elsevier BV

Subject

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

Reference47 articles.

1. Dynamic response analysis of railway embankments under train loads in permafrost regions of the Qinghai-Tibet Plateau;Wu;Soil Dyn. Earthquake Eng.,2018

2. A preliminary investigation of vibration mitigation technique for the high-speed railway in seasonally frozen regions;Tang;Soil Dyn. Earthq. Eng.,2019

3. Dynamic response evaluation of tall noise barrier on high speed railway structures;Tokunaga;J. Sound Vib.,2016

4. A review on modelling ground vibrations generated by underground trains;Sheng;Int. J. Rail Transp.,2019

5. On the theory of railway-induced ground vibrations;Krylov;J. Phys. IV.,1994

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