含阻尼效应的土-结构相互作用模拟新方法

K. Edip, A. Bogdanović, M. Stojmanovska, Angela Poposka, E. N. Farsangi
{"title":"含阻尼效应的土-结构相互作用模拟新方法","authors":"K. Edip, A. Bogdanović, M. Stojmanovska, Angela Poposka, E. N. Farsangi","doi":"10.1504/ijeie.2020.10027026","DOIUrl":null,"url":null,"abstract":"In this paper, numerical simulation of the issues related to soil-structure interaction (SSI) in the structures equipped with prestressed damping device (PDD) is presented. More specifically, this research examines the impacts of dampers on the interaction between the soil and the structure, considering a variety of conditions, including the effects of the soil boundaries simulated by infinite elements. Comparative analysis of the results with different disposition of the dampers is made using ANSYS nonlinear platform. It could be observed from the results of the numerical analysis that regarding the impact of dampers in the structure on SSI, the selection of the damper type has a significant role.","PeriodicalId":440568,"journal":{"name":"International Journal of Earthquake and Impact Engineering","volume":"3 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2020-02-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"A new approach in simulation of soil-structure interaction problems including damper effects\",\"authors\":\"K. Edip, A. Bogdanović, M. Stojmanovska, Angela Poposka, E. N. Farsangi\",\"doi\":\"10.1504/ijeie.2020.10027026\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In this paper, numerical simulation of the issues related to soil-structure interaction (SSI) in the structures equipped with prestressed damping device (PDD) is presented. More specifically, this research examines the impacts of dampers on the interaction between the soil and the structure, considering a variety of conditions, including the effects of the soil boundaries simulated by infinite elements. Comparative analysis of the results with different disposition of the dampers is made using ANSYS nonlinear platform. It could be observed from the results of the numerical analysis that regarding the impact of dampers in the structure on SSI, the selection of the damper type has a significant role.\",\"PeriodicalId\":440568,\"journal\":{\"name\":\"International Journal of Earthquake and Impact Engineering\",\"volume\":\"3 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2020-02-19\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Earthquake and Impact Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1504/ijeie.2020.10027026\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International Journal of Earthquake and Impact Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1504/ijeie.2020.10027026","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2

摘要

本文对安装预应力阻尼装置(PDD)的结构进行了土-结构相互作用(SSI)的数值模拟。更具体地说,本研究考察了阻尼器对土壤与结构之间相互作用的影响,考虑了各种条件,包括无限单元模拟的土壤边界的影响。利用ANSYS非线性分析平台,对不同阻尼器配置的结果进行了对比分析。从数值分析结果可以看出,对于结构中阻尼器对SSI的影响,阻尼器类型的选择起着重要的作用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A new approach in simulation of soil-structure interaction problems including damper effects
In this paper, numerical simulation of the issues related to soil-structure interaction (SSI) in the structures equipped with prestressed damping device (PDD) is presented. More specifically, this research examines the impacts of dampers on the interaction between the soil and the structure, considering a variety of conditions, including the effects of the soil boundaries simulated by infinite elements. Comparative analysis of the results with different disposition of the dampers is made using ANSYS nonlinear platform. It could be observed from the results of the numerical analysis that regarding the impact of dampers in the structure on SSI, the selection of the damper type has a significant role.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信