Dynamic soil-structure interaction analysis in time domain based on a modified version of perfectly matched discrete layers

作     者：Dong Van Nguyen Dookie Kim Dong Van Nguyen;Dookie Kim

作者机构：Department of Civil EngineeringKunsan National University558 Daehak-roGunsan-si54150Republic of Korea 

出 版 物：《Journal of Rock Mechanics and Geotechnical Engineering》 (岩石力学与岩土工程学报（英文版）)

年 卷 期：2020年第12卷第1期

页      面：168-179页

核心收录：

学科分类：08[工学] 080104[工学-工程力学] 0815[工学-水利工程] 0801[工学-力学（可授工学、理学学位）] 

基　　金：supported by the Korea Institute of Energy Technology Evaluation and Planning(KETEP) the Ministry of Trade,Industry and Energy(MOTIE)of the Republic of Korea(Grant No.20171510101960) 

主　　题：Soil-structure interaction Time domain Wave propagation Wavelength Infinite domain Perfectly matched discrete layer(PMDL) 

摘      要：Analysis of soil-structure interaction is commonly conducted by dividing the infinite domain of the soil into two domains:interior and exterior *** interior domain is bounded in a small region,while the exterior domain is replaced by artificial boundary *** choice of artificial boundary conditions is a critical issue in the analysis of soil-structure interaction *** matched discrete layer(PMDL)has been proved as a good approach for modeling the exterior *** this study,a modified version of the PMDLs,*** with analytical wavelengths(AW-PMDLs),is used in the soil-structure interaction analysis in time domain,which essentially can be regarded as an extension of the analysis in frequency domain,being previously proven to be *** verifications are *** results demonstrate that the proposed method performs well in the analysis of soilstructure interaction problems in time domain.