{"title":"采用wilson-Theta法对结构进行动力分析","authors":"D. Hou, Y. Wang, M. Yin, Xiaoyan Ma","doi":"10.1142/S1465876304002496","DOIUrl":null,"url":null,"abstract":"In this paper, the Wilson-θ integration method is thoroughly studied. By using Wilson-θ integration method and single particle shear model, the dynamic response of brick-concrete structure is given. The simulation results of dynamic response of brick-concrete structure under sine wave load are compared with analytical results. From this study, it demonstrated that the present approach of combining Wilson-θ integration method and single particle shear model method is a useful technique in the dynamic and vibration analysis of brick-concrete structure. Furthermore, by optimizing and selecting suitable parameters of Wilson-θ method, this approach also can be used to analyze the seismic dynamic response analysis of the brick-concrete structure.","PeriodicalId":331001,"journal":{"name":"Int. J. Comput. Eng. Sci.","volume":"10 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2004-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Dynamic analysis of structure by using wilson-Theta method\",\"authors\":\"D. Hou, Y. Wang, M. Yin, Xiaoyan Ma\",\"doi\":\"10.1142/S1465876304002496\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"In this paper, the Wilson-θ integration method is thoroughly studied. By using Wilson-θ integration method and single particle shear model, the dynamic response of brick-concrete structure is given. The simulation results of dynamic response of brick-concrete structure under sine wave load are compared with analytical results. From this study, it demonstrated that the present approach of combining Wilson-θ integration method and single particle shear model method is a useful technique in the dynamic and vibration analysis of brick-concrete structure. Furthermore, by optimizing and selecting suitable parameters of Wilson-θ method, this approach also can be used to analyze the seismic dynamic response analysis of the brick-concrete structure.\",\"PeriodicalId\":331001,\"journal\":{\"name\":\"Int. J. Comput. Eng. Sci.\",\"volume\":\"10 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2004-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Int. J. Comput. Eng. Sci.\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1142/S1465876304002496\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Int. J. Comput. Eng. Sci.","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1142/S1465876304002496","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Dynamic analysis of structure by using wilson-Theta method
In this paper, the Wilson-θ integration method is thoroughly studied. By using Wilson-θ integration method and single particle shear model, the dynamic response of brick-concrete structure is given. The simulation results of dynamic response of brick-concrete structure under sine wave load are compared with analytical results. From this study, it demonstrated that the present approach of combining Wilson-θ integration method and single particle shear model method is a useful technique in the dynamic and vibration analysis of brick-concrete structure. Furthermore, by optimizing and selecting suitable parameters of Wilson-θ method, this approach also can be used to analyze the seismic dynamic response analysis of the brick-concrete structure.
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