A new seismic wave input method for canyon sites based on the finite element method-indirect boundary integral equation method-Reference-Cited by-同舟云学术

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A new seismic wave input method for canyon sites based on the finite element method-indirect boundary integral equation method

Published:2024-10 Issue: Volume:185 Page:108901
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Wang Fei,Song Zhiqiang^ORCID,Liu Yunhe,Han Lu,Li Chuang,Li Zhenggui,Hu Ankui

Publisher

Elsevier BV

Reference46 articles.

1. Influence of seismic input mechanisms and radiation damping on arch dam response;Zhang;Soil Dynam Earthq Eng,2009

2. Overview of the seismic input at dam sites in China;Chen;Earthq Sci,2022

3. Two-dimensional DEM-FEM coupling analysis of seismic failure and anti-seismic measures for concrete faced rockfill dam;Qu;Comput Geotech,2022

4. The internal substructure method for seismic wave input in 3D dynamic soil-structure interaction analysis;Liu;Soil Dynam Earthq Eng,2019

5. Influence of topographic and geological features on the seismic response of the reef site in the south China sea;Bao;J Mar Sci Eng,2023

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