{"title":"任意形状的圆柱形管道对平面sh波的散射","authors":"Nasser Moeen-Vaziri, M.D. Trifunac","doi":"10.1016/0261-7277(85)90031-2","DOIUrl":null,"url":null,"abstract":"<div><p>A boundary method is used to solve numerically the problem of scattering and diffraction of <em>SH</em>-waves by cylindrical canals of arbitrary shape in a homogeneous, linear, elastic, and isotropic half-space. A least-square technique has been employed to solve this problem. Results are obtained using a multiple expansion in terms of Henkel's functions. Displacements and stresses near and in the canal wall have been investigated and a comparison with known exact and approximate solutions for <em>SH</em>-wave motion has been studied. Numerical results for displacement and stress amplitudes for different geometries are presented.</p><p>The stress and displacement amplitudes in the canal wall and on nearby ground surface change rapidly from one point to another. The higher excitation frequencies lead to greater complexity of the computed motions. For grazing and nearly grazing incidences, a shadow zone is developed behind the canal.</p></div>","PeriodicalId":100715,"journal":{"name":"International Journal of Soil Dynamics and Earthquake Engineering","volume":"4 1","pages":"Pages 18-23"},"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)90031-2","citationCount":"17","resultStr":"{\"title\":\"Scattering of plane SH-waves by cylindrical canals of arbitrary shape\",\"authors\":\"Nasser Moeen-Vaziri, M.D. Trifunac\",\"doi\":\"10.1016/0261-7277(85)90031-2\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>A boundary method is used to solve numerically the problem of scattering and diffraction of <em>SH</em>-waves by cylindrical canals of arbitrary shape in a homogeneous, linear, elastic, and isotropic half-space. A least-square technique has been employed to solve this problem. Results are obtained using a multiple expansion in terms of Henkel's functions. Displacements and stresses near and in the canal wall have been investigated and a comparison with known exact and approximate solutions for <em>SH</em>-wave motion has been studied. Numerical results for displacement and stress amplitudes for different geometries are presented.</p><p>The stress and displacement amplitudes in the canal wall and on nearby ground surface change rapidly from one point to another. The higher excitation frequencies lead to greater complexity of the computed motions. For grazing and nearly grazing incidences, a shadow zone is developed behind the canal.</p></div>\",\"PeriodicalId\":100715,\"journal\":{\"name\":\"International Journal of Soil Dynamics and Earthquake Engineering\",\"volume\":\"4 1\",\"pages\":\"Pages 18-23\"},\"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)90031-2\",\"citationCount\":\"17\",\"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/0261727785900312\",\"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/0261727785900312","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Scattering of plane SH-waves by cylindrical canals of arbitrary shape
A boundary method is used to solve numerically the problem of scattering and diffraction of SH-waves by cylindrical canals of arbitrary shape in a homogeneous, linear, elastic, and isotropic half-space. A least-square technique has been employed to solve this problem. Results are obtained using a multiple expansion in terms of Henkel's functions. Displacements and stresses near and in the canal wall have been investigated and a comparison with known exact and approximate solutions for SH-wave motion has been studied. Numerical results for displacement and stress amplitudes for different geometries are presented.
The stress and displacement amplitudes in the canal wall and on nearby ground surface change rapidly from one point to another. The higher excitation frequencies lead to greater complexity of the computed motions. For grazing and nearly grazing incidences, a shadow zone is developed behind the canal.