LEADER 04617nam 2200637Ia 450 001 9911006653203321 005 20200520144314.0 010 $a1-281-11955-5 010 $a9786611119553 010 $a0-08-053058-3 035 $a(CKB)1000000000358330 035 $a(EBL)305557 035 $a(OCoLC)182782175 035 $a(SSID)ssj0000071759 035 $a(PQKBManifestationID)11123242 035 $a(PQKBTitleCode)TC0000071759 035 $a(PQKBWorkID)10090265 035 $a(PQKB)10798422 035 $a(MiAaPQ)EBC305557 035 $a(EXLCZ)991000000000358330 100 $a19980617d1998 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 00$aDynamic soil-structure interaction $ecurrent research in China and Switzerland /$fedited by Zhang Chuhan and John P. Wolf 210 $aAmsterdam ;$aNew York $cElsevier$d1998 215 $a1 online resource (335 p.) 225 1 $aDevelopments in geotechnical engineering ;$v83 300 $aProceedings of the Chinese-Swiss Workshop on Soil-Structure Interaction, held July 14-18, 1997, at Tsinghua University, Beijing. 311 $a0-444-50035-9 320 $aIncludes bibliographical references and index. 327 $aFront Cover; Dynamic Soil-Structure Interaction; Copyright Page; Preface; Contents; Chapter 1. Simple Physical Models for Foundation Dynamics; Chapter 2. The Scaled Boundary Finite-Element Method-Alias Consistent Infinitesimal Finite-Element Cell Method-for Unbounded Media; Chapter 3. Effects of Soil-Structure Interaction on Nonlinear Response of Arch Dams; Chapter 4. Application of Transmitting Boundaries to Non-Linear Dynamic Analysis of an Arch Dam-Foundation-Reservoir System; Chapter 5. A Decoupling Numerical Simulation of Wave Motion 327 $aChapter 6. Scattering of Plane SH Waves by Cylindrical Surface Topography of Circular-Arc Cross-SectionChapter 7. Applications of Infinite Elements to Dynamic Soil-Structure Interaction Problems; Chapter 8. Non-Reflecting Boundary Conditions for Wave Propagation Problems and Their Stability Analysis; Chapter 9. Boundary Element Method for SH Waves in Elastic Half Plane with Stochastic and Heterogeneous Properties; Chapter 10. Effects of Soil-Structure Interaction on Structural Vibration Control; Chapter 11. Dynamic Soil-Structure Interaction for High-Rise Buildings 327 $aChapter 12. Nonlinear Dynamic Analysis of Saturated Soil-Structure Interaction by FEMChapter 13. Dynamic Soil-Structure Interaction on Layered Strata under Seismic Wave Incidence; Chapter 14. Nonlinear SSI-Simplified Approach, Model Test Verification and Parameter Studies for Seismic and Air-Blast Environment; Chapter 15. A Direct Method for Analysis of Dynamic Soil-Structure Interaction Based on Interface Idea; Chapter 16. An Analytical Approach for Evaluation of Global Dynamic Impedance of Semi-Circular Dam Canyon Cut in an Elastic Half-Space 327 $aChapter 17. A Coupling Model of FE-BE-IE-IBE for Nonlinear Layered Soil-Structure InteractionsChapter 18. A Hybrid Procedure of Distinct-Boundary Element for Discrete Rock Dynamic Analysis; Author Index 330 $aDynamic Soil-structure interaction is one of the major topics in earthquake engineering and soil dynamics since it is closely related to the safety evaluation of many important engineering projects, such as nuclear power plants, to resist earthquakes. In dealing with the analysis of dynamic soil-structure interactions, one of the most difficult tasks is the modeling of unbounded media. To solve this problem, many numerical methods and techniques have been developed. This book summarizes the most recent developments and applications in the field of dynamic soil-structure interaction, both in 410 0$aDevelopments in geotechnical engineering ;$v83. 606 $aSoil-structure interaction$vCongresses 606 $aSoil-structure interaction$xResearch$zChina$vCongresses 606 $aSoil-structure interaction$xResearch$zSwitzerland$vCongresses 615 0$aSoil-structure interaction 615 0$aSoil-structure interaction$xResearch 615 0$aSoil-structure interaction$xResearch 676 $a624.1/5136 701 $aZhang$b Chuhan$01822122 701 $aWolf$b John P$043683 712 12$aChinese-Swiss Workshop on Dynamic Soil-Structure Interaction$f(1997 :$eBeijing, China) 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911006653203321 996 $aDynamic soil-structure interaction$94388180 997 $aUNINA