{"title":"土木工程中三维结构的离散单元建模","authors":"Robert Péralès, M. Vinches, C. Bohatier","doi":"10.1080/17747120.2007.9692982","DOIUrl":null,"url":null,"abstract":"ABSTRACT After a presentation of the difficulties attached to the masonries modelling and the references concerning the Non Smooth Contact Dynamics method, two real civil engineering structures are presented. They have the peculiar features of a post-stressing use, and the modelling of a Roman bridge, with thousands of three-dimensional blocks, representing the original stone course.","PeriodicalId":368904,"journal":{"name":"Revue Européenne de Génie Civil","volume":"13 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2007-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Modélisation par éléments discrets d'ouvrages 3D en génie civil\",\"authors\":\"Robert Péralès, M. Vinches, C. Bohatier\",\"doi\":\"10.1080/17747120.2007.9692982\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"ABSTRACT After a presentation of the difficulties attached to the masonries modelling and the references concerning the Non Smooth Contact Dynamics method, two real civil engineering structures are presented. They have the peculiar features of a post-stressing use, and the modelling of a Roman bridge, with thousands of three-dimensional blocks, representing the original stone course.\",\"PeriodicalId\":368904,\"journal\":{\"name\":\"Revue Européenne de Génie Civil\",\"volume\":\"13 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2007-12-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Revue Européenne de Génie Civil\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1080/17747120.2007.9692982\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Revue Européenne de Génie Civil","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/17747120.2007.9692982","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Modélisation par éléments discrets d'ouvrages 3D en génie civil
ABSTRACT After a presentation of the difficulties attached to the masonries modelling and the references concerning the Non Smooth Contact Dynamics method, two real civil engineering structures are presented. They have the peculiar features of a post-stressing use, and the modelling of a Roman bridge, with thousands of three-dimensional blocks, representing the original stone course.
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