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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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樓主: Intimidate
21#
發(fā)表于 2025-3-25 05:03:29 | 只看該作者
22#
發(fā)表于 2025-3-25 07:49:54 | 只看該作者
Development of Analytical Techniques in Soil-Structure Interaction,ture Methods of analysis. In current state-of-the-art both methods are represented by quite similar models with differences being restricted to the dynamic boundary conditions defined along the boundary of the finite soil region considered. Therefore achieving a common formulation equally applicable
23#
發(fā)表于 2025-3-25 12:04:36 | 只看該作者
24#
發(fā)表于 2025-3-25 19:33:25 | 只看該作者
,A Structural Engineer’s View of Soil-Structure-Interaction,dation media is outlined. The development is divided into four phases, starting with a rigid foundation medium where there is no interaction with the structure and ending with a description of the frequency domain response analysis of a structure on a continuum foundation system. The purpose of the
25#
發(fā)表于 2025-3-25 21:10:24 | 只看該作者
26#
發(fā)表于 2025-3-26 02:55:26 | 只看該作者
Soil-Structure Interaction in Large Structures Subjected to Incoherent Ground Motions,ndation interaction. Governing equations of the motion are formulated and solved either in terms of random vibration or by means of simulated motions and FFT. Examples involving a concrete gravity dam and buried pipelines are given.
27#
發(fā)表于 2025-3-26 06:00:59 | 只看該作者
28#
發(fā)表于 2025-3-26 10:58:09 | 只看該作者
Soil-Structure Interaction (SSI): Observations, Data, and Correlative Analysis,tions with site response and SSI analyses are presented. The SSI analysis process is discussed according to the component elements: specification of the free-field ground motion, models of soil and structures, SSI analysis, and interpretation of responses. Observed data and correlative analyses help
29#
發(fā)表于 2025-3-26 16:14:05 | 只看該作者
30#
發(fā)表于 2025-3-26 19:06:59 | 只看該作者
Design Concepts for Dynamics of Soil-Structure Interaction, presented with which these effects may be provided for rationally and cost-effectively in design. Both kinematic and inertial actions are examined. The concepts involved are developed by reference to relatively simple structures, but their application to more involved systems is also highlighted. I
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