{"title":"钢框架抗震性能分析","authors":"Xu Song-zhi, Liu Jiacheng, Peng Tao","doi":"10.1109/ICDMA.2013.55","DOIUrl":null,"url":null,"abstract":"The finite element analysis on single plate steel frame on the different seismic waves, earthquake acceleration are conducted. The results showed that the vertex displacement and base shear increase with the earthquake acceleration increasing on the same seismic wave, hysteretic behavior of Steel frame is very good. Steel frame has a good seismic property.","PeriodicalId":403312,"journal":{"name":"2013 Fourth International Conference on Digital Manufacturing & Automation","volume":"1 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2013-06-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Analysis on Seismic Property of Steel Frame\",\"authors\":\"Xu Song-zhi, Liu Jiacheng, Peng Tao\",\"doi\":\"10.1109/ICDMA.2013.55\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The finite element analysis on single plate steel frame on the different seismic waves, earthquake acceleration are conducted. The results showed that the vertex displacement and base shear increase with the earthquake acceleration increasing on the same seismic wave, hysteretic behavior of Steel frame is very good. Steel frame has a good seismic property.\",\"PeriodicalId\":403312,\"journal\":{\"name\":\"2013 Fourth International Conference on Digital Manufacturing & Automation\",\"volume\":\"1 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.2013.55\",\"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.2013.55","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
The finite element analysis on single plate steel frame on the different seismic waves, earthquake acceleration are conducted. The results showed that the vertex displacement and base shear increase with the earthquake acceleration increasing on the same seismic wave, hysteretic behavior of Steel frame is very good. Steel frame has a good seismic property.
求助内容：
应助结果提醒方式：
京公网安备 11010802042870号
