{"title":"群桩基础地震反应研究","authors":"Hongshun Ding","doi":"10.1109/ICDMA.2013.281","DOIUrl":null,"url":null,"abstract":"The pile foundation is a widely used form of the basis, and its mechanical behavior under static action has been basically clear, but has yet to be a more detailed study of response pattern under dynamic action. A group pile foundation for the study, with the dynamic finite element analysis method to explore the seismic response law of pile groups. The study considered the nonlinear soil, pile - soil interaction, pile side resistance and end resistance action. Calculated dynamic response results of the cap - Piles - foundation system, and it's research findings have reference value to the dynamic design of the pile foundation.","PeriodicalId":403312,"journal":{"name":"2013 Fourth International Conference on Digital Manufacturing & Automation","volume":"58 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2013-06-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Seismic Responses Study of Pile-Groups Foundation\",\"authors\":\"Hongshun Ding\",\"doi\":\"10.1109/ICDMA.2013.281\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The pile foundation is a widely used form of the basis, and its mechanical behavior under static action has been basically clear, but has yet to be a more detailed study of response pattern under dynamic action. A group pile foundation for the study, with the dynamic finite element analysis method to explore the seismic response law of pile groups. The study considered the nonlinear soil, pile - soil interaction, pile side resistance and end resistance action. Calculated dynamic response results of the cap - Piles - foundation system, and it's research findings have reference value to the dynamic design of the pile foundation.\",\"PeriodicalId\":403312,\"journal\":{\"name\":\"2013 Fourth International Conference on Digital Manufacturing & Automation\",\"volume\":\"58 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2013-06-29\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2013 Fourth International Conference on Digital Manufacturing & Automation\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/ICDMA.2013.281\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2013 Fourth International Conference on Digital Manufacturing & Automation","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/ICDMA.2013.281","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
The pile foundation is a widely used form of the basis, and its mechanical behavior under static action has been basically clear, but has yet to be a more detailed study of response pattern under dynamic action. A group pile foundation for the study, with the dynamic finite element analysis method to explore the seismic response law of pile groups. The study considered the nonlinear soil, pile - soil interaction, pile side resistance and end resistance action. Calculated dynamic response results of the cap - Piles - foundation system, and it's research findings have reference value to the dynamic design of the pile foundation.