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Titlebook: Boundary Element Methods for Soil-Structure Interaction; W. S. Hall,G. Oliveto Book 2003 Springer Science+Business Media Dordrecht 2003 Fu

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發(fā)表于 2025-3-21 18:46:26 | 只看該作者 |倒序瀏覽 |閱讀模式
期刊全稱Boundary Element Methods for Soil-Structure Interaction
影響因子2023W. S. Hall,G. Oliveto
視頻videohttp://file.papertrans.cn/191/190002/190002.mp4
發(fā)行地址Provides an authoritative guide to the literature on the subject covered and is expected to be an invaluable tool for practising engineers, students and scholars in the fields of Structural, Geotechni
圖書封面Titlebook: Boundary Element Methods for Soil-Structure Interaction;  W. S. Hall,G. Oliveto Book 2003 Springer Science+Business Media Dordrecht 2003 Fu
影響因子W S HALL School of Computing and Mathematics, University of Teesside, Middlesbrough, TS1 3BA UK G OLIVETO Division of Structural Engineering, Department of Civil and Environmental Engineering, University of Catania, Viale A. Doria 6, 95125 Catania, Italy Soil-Structure Interaction is a challenging multidisciplinary subject which covers several areas of Civil Engineering. Virtually every construction is connected to the ground and the interaction between the artefact and the foundation medium may affect considerably both the superstructure and the foundation soil. The Soil-Structure Interaction problem has become an important feature of Structural Engineering with the advent of massive constructions on soft soils such as nuclear power plants, concrete and earth dams. Buildings, bridges, tunnels and underground structures may also require particular attention to be given to the problems of Soil-Structure Interaction. Dynamic Soil-Structure Interaction is prominent in Earthquake Engineering problems. The complexity of the problem, due also to its multidisciplinary nature and to the fact of having to consider bounded and unbounded media of different mechanical characteristics, requires
Pindex Book 2003
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Boundary Element Methods for Soil-Structure Interaction
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Book 2003 Soil-Structure Interaction. Dynamic Soil-Structure Interaction is prominent in Earthquake Engineering problems. The complexity of the problem, due also to its multidisciplinary nature and to the fact of having to consider bounded and unbounded media of different mechanical characteristics, requires
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2 The neutron as an elementary particle,gularity is active, the numerical evaluation of the double surface integrals is carried out by using special integration schemes which exploit regularizing coordinate transformations. The performance of the method is assessed by solving some example problems involving cracks in unbounded domains and edge cracks in finite bodies.
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