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Titlebook: Developments in Dynamic Soil-Structure Interaction; Polat Gülkan,Ray W. Clough Book 1993 Springer Science+Business Media Dordrecht 1993 de

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发表于 2025-3-21 18:12:48 | 显示全部楼层 |阅读模式
书目名称Developments in Dynamic Soil-Structure Interaction
编辑Polat Gülkan,Ray W. Clough
视频video
丛书名称Nato Science Series C:
图书封面Titlebook: Developments in Dynamic Soil-Structure Interaction;  Polat Gülkan,Ray W. Clough Book 1993 Springer Science+Business Media Dordrecht 1993 de
描述For the last couple of decades it has been recognized that thefoundation material on which a structure is constructed may interactdynamically with the structure during its response to dynamicexcitation to the extent that the stresses and deflections in thesystem are modified from the values that would have been developed ifit had been on a rigid foundation. This phenomenon is examined indetail in the book. The basic solutions are examined in time andfrequency domains and finite element and boundary element solutionscompared. Experimental investigations aimed at correlation andverification with theory are described in detail. A wide variety ofSSI problems may be formulated and solved approximately usingsimplified models in lieu of rigorous procedures; the book gives agood overview of these methods. A feature which often lacks in othertexts on the subject is the way in which dynamic behavior of soil canbe modeled. Two contributors have addressed this problem from thecomputational and physical characterization viewpoints..The book illustrates practical areas with the analysis of tunnellinings and stiffness and damping of pile groups. Finally, design codeprovisions and derivation of de
出版日期Book 1993
关键词design; development; finite element method; modeling; soil; hydrogeology
版次1
doihttps://doi.org/10.1007/978-94-011-1755-5
isbn_softcover978-94-010-4770-8
isbn_ebook978-94-011-1755-5Series ISSN 1389-2185
issn_series 1389-2185
copyrightSpringer Science+Business Media Dordrecht 1993
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发表于 2025-3-21 21:27:51 | 显示全部楼层
Development of Analytical Techniques in Soil-Structure Interaction,l Excavation. Effective input motions of flexible and rigid foundations are easily obtained once the dynamic stiffness and free-field response of virgin soil are known. Examples presented are the stiffness and damping influence coefficients as well as the components of effective base input motion of
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Handbook of Community Sentimentl Excavation. Effective input motions of flexible and rigid foundations are easily obtained once the dynamic stiffness and free-field response of virgin soil are known. Examples presented are the stiffness and damping influence coefficients as well as the components of effective base input motion of
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Book 1993or of soil canbe modeled. Two contributors have addressed this problem from thecomputational and physical characterization viewpoints..The book illustrates practical areas with the analysis of tunnellinings and stiffness and damping of pile groups. Finally, design codeprovisions and derivation of de
发表于 2025-3-22 18:43:03 | 显示全部楼层
Handbook of Community Sentimentased on the boundary element method in the time or frequency domain. In the latter case various so-called realizations in the time domain are distinguished using the extent of the frequency-domain calculations as a criterion. The temporal global coupling of the interaction force-displacement relationship can be eliminated with these realizations.
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Survey and Classification of Computational Approaches in Soil-Structure Interaction: Comparison of ased on the boundary element method in the time or frequency domain. In the latter case various so-called realizations in the time domain are distinguished using the extent of the frequency-domain calculations as a criterion. The temporal global coupling of the interaction force-displacement relationship can be eliminated with these realizations.
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