{"title":"土结构相互作用对钢结构与不同类型地基和土壤相互作用抗震性能的影响","authors":"Sangeetha R, Dr. J. Permalatha","doi":"10.36948/ijfmr.2024.v06i03.20272","DOIUrl":null,"url":null,"abstract":"Soil Structure Interaction is the reaction of soil that influence the motion of the structure. During serve seismic events, the dynamic response of the structure is affected not only by the behavior of the superstructure but also by the nature and behavior of the soil present in and around the substructure. The steel structure design process usually assumes the base of the foundation to be completely restrained in a fixed base condition. In the present project the influence of soil structure interaction on the seismic performance of a steel space frame on different soil has been investigated. The multi-story steel building (G+7) with column to column spacing distance 5m and six number of columns having both X and Y direction of the structure, is designed to withstand self-weight and seismic loads. The study also examined the impact of earthquake loading on the steel structure with soil structure interaction using Response Spectrum Method and Time History Method for seismic zone III, with forces determined using IS 1893 (Part-3):2015. The study measured the displacement of steel structure with influences of soil under seismic forces. Comparison of seismic performance like maximum storey displacement, maximum storey drift and base shear along with soil structure interaction under different types of soil are presented in this project. This paper discusses the influences of the soil structure interaction on steel structure with various configuration and different types of foundations and soil.","PeriodicalId":391859,"journal":{"name":"International Journal For Multidisciplinary Research","volume":"18 10","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-05-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Influence of Soil Structure Interaction on Seismic Performance of Steel Structure Interaction with Different Types of Foundations and Soil\",\"authors\":\"Sangeetha R, Dr. J. Permalatha\",\"doi\":\"10.36948/ijfmr.2024.v06i03.20272\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Soil Structure Interaction is the reaction of soil that influence the motion of the structure. During serve seismic events, the dynamic response of the structure is affected not only by the behavior of the superstructure but also by the nature and behavior of the soil present in and around the substructure. The steel structure design process usually assumes the base of the foundation to be completely restrained in a fixed base condition. In the present project the influence of soil structure interaction on the seismic performance of a steel space frame on different soil has been investigated. The multi-story steel building (G+7) with column to column spacing distance 5m and six number of columns having both X and Y direction of the structure, is designed to withstand self-weight and seismic loads. The study also examined the impact of earthquake loading on the steel structure with soil structure interaction using Response Spectrum Method and Time History Method for seismic zone III, with forces determined using IS 1893 (Part-3):2015. The study measured the displacement of steel structure with influences of soil under seismic forces. Comparison of seismic performance like maximum storey displacement, maximum storey drift and base shear along with soil structure interaction under different types of soil are presented in this project. This paper discusses the influences of the soil structure interaction on steel structure with various configuration and different types of foundations and soil.\",\"PeriodicalId\":391859,\"journal\":{\"name\":\"International Journal For Multidisciplinary Research\",\"volume\":\"18 10\",\"pages\":\"\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2024-05-14\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal For Multidisciplinary Research\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.36948/ijfmr.2024.v06i03.20272\",\"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 For Multidisciplinary Research","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.36948/ijfmr.2024.v06i03.20272","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
摘要
土壤结构相互作用是指土壤对结构运动的影响。在地震事件中,结构的动力响应不仅受到上部结构行为的影响,还受到下部结构及其周围土壤性质和行为的影响。钢结构设计过程通常假定地基基础在固定基础条件下完全受约束。本项目研究了土壤结构相互作用对不同土壤上钢结构空间框架抗震性能的影响。多层钢结构建筑(G+7)的柱间距为 5 米,结构的 X 和 Y 方向均有六根柱子,设计用于承受自重和地震荷载。研究还采用响应谱法和时间历程法对地震带 III 的钢结构与土壤结构相互作用的地震荷载影响进行了检验,并采用 IS 1893 (Part-3):2015 确定了力值。研究测量了钢结构在地震力作用下受土壤影响的位移。本项目介绍了不同类型土壤下的抗震性能比较,如最大层位移、最大层漂移和基底剪力以及土壤结构相互作用。本文讨论了不同构造、不同类型地基和土壤的土壤结构相互作用对钢结构的影响。
Influence of Soil Structure Interaction on Seismic Performance of Steel Structure Interaction with Different Types of Foundations and Soil
Soil Structure Interaction is the reaction of soil that influence the motion of the structure. During serve seismic events, the dynamic response of the structure is affected not only by the behavior of the superstructure but also by the nature and behavior of the soil present in and around the substructure. The steel structure design process usually assumes the base of the foundation to be completely restrained in a fixed base condition. In the present project the influence of soil structure interaction on the seismic performance of a steel space frame on different soil has been investigated. The multi-story steel building (G+7) with column to column spacing distance 5m and six number of columns having both X and Y direction of the structure, is designed to withstand self-weight and seismic loads. The study also examined the impact of earthquake loading on the steel structure with soil structure interaction using Response Spectrum Method and Time History Method for seismic zone III, with forces determined using IS 1893 (Part-3):2015. The study measured the displacement of steel structure with influences of soil under seismic forces. Comparison of seismic performance like maximum storey displacement, maximum storey drift and base shear along with soil structure interaction under different types of soil are presented in this project. This paper discusses the influences of the soil structure interaction on steel structure with various configuration and different types of foundations and soil.