{"title":"地震中埋地管道的壳模型","authors":"G.E. Muleski, Teoman Ariman","doi":"10.1016/0261-7277(85)90035-X","DOIUrl":null,"url":null,"abstract":"<div><p>A shell model which takes into account the dynamic interaction terms for the earthquake behaviour of buried pipes is presented. A more realistic ground motion input for seismic waves is chosen in the analysis. Then a parametric study is conducted to investigate the effects of pipe radius, slenderness of the pipe, soil stiffness and wave propagation velocity on the modal amplitudes.</p></div>","PeriodicalId":100715,"journal":{"name":"International Journal of Soil Dynamics and Earthquake Engineering","volume":"4 1","pages":"Pages 43-51"},"PeriodicalIF":0.0000,"publicationDate":"1985-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1016/0261-7277(85)90035-X","citationCount":"19","resultStr":"{\"title\":\"A shell model for buried pipes in earthquakes\",\"authors\":\"G.E. Muleski, Teoman Ariman\",\"doi\":\"10.1016/0261-7277(85)90035-X\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>A shell model which takes into account the dynamic interaction terms for the earthquake behaviour of buried pipes is presented. A more realistic ground motion input for seismic waves is chosen in the analysis. Then a parametric study is conducted to investigate the effects of pipe radius, slenderness of the pipe, soil stiffness and wave propagation velocity on the modal amplitudes.</p></div>\",\"PeriodicalId\":100715,\"journal\":{\"name\":\"International Journal of Soil Dynamics and Earthquake Engineering\",\"volume\":\"4 1\",\"pages\":\"Pages 43-51\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"1985-01-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://sci-hub-pdf.com/10.1016/0261-7277(85)90035-X\",\"citationCount\":\"19\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International Journal of Soil Dynamics and Earthquake Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/026172778590035X\",\"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 of Soil Dynamics and Earthquake Engineering","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/026172778590035X","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
A shell model which takes into account the dynamic interaction terms for the earthquake behaviour of buried pipes is presented. A more realistic ground motion input for seismic waves is chosen in the analysis. Then a parametric study is conducted to investigate the effects of pipe radius, slenderness of the pipe, soil stiffness and wave propagation velocity on the modal amplitudes.
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