Dynamic and Transient Infinite Elements : Theory and Geophysical, Geotechnical and Geoenvironmental Applications
This book presents state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems.
Gespeichert in:
| Autor*in: |
Zhao, Chongbin [verfasserIn] |
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| Format: |
E-Book |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
Berlin, Heidelberg: Springer-Verlag Berlin Heidelberg ; 2009 |
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| Schlagwörter: |
Geophysik / Geotechnik / Umweltgeologie / Infinite-Elemente-Methode / Finite-Elemente-Methode / Mehrskalenmodell |
|---|---|
| Schlagwörter: |
| Systematik: |
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| Anmerkung: |
Includes bibliographical references (p. 247-254) and index |
|---|---|
| Umfang: |
Online-Ressource (XVI, 259 p, digital) |
| Weitere Ausgabe: |
Buchausg. u.d.T. Zhao, Chongbin: Dynamic and transient infinite elements - Dordrecht : Springer, 2009 |
|---|
| Reihe: |
Advances in Geophysical and Environmental Mechanics and Mathematics SpringerLink ; Bücher |
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| Links: |
Link aufrufen |
|---|---|
| ISBN: |
978-3-642-00846-7 978-3-642-00845-0 |
| DOI / URN: |
10.1007/978-3-642-00846-7 |
|---|
| Katalog-ID: |
1648253571 |
|---|
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| 100 | 1 | |a Zhao, Chongbin |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Dynamic and Transient Infinite Elements |b Theory and Geophysical, Geotechnical and Geoenvironmental Applications |c by Chongbin Zhao |
| 264 | 1 | |a Berlin, Heidelberg |b Springer-Verlag Berlin Heidelberg |c 2009 | |
| 300 | |a Online-Ressource (XVI, 259 p, digital) | ||
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| 490 | 0 | |a Advances in Geophysical and Environmental Mechanics and Mathematics | |
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| 500 | |a Includes bibliographical references (p. 247-254) and index | ||
| 505 | 8 | 0 | |a Preamble; Acknowledgements; Contents; Nomenclature; Subscripts; Superscripts; 1 Introduction; 2 Theory of Two-Dimensional Dynamic Infinite Elements for Simulating Wave Propagation Problems in Infinite Media; 2.1 Formulation of Two-Dimensional Dynamic Infinite Elements and Wave Input Method; 2.1.1 Formulation of Two-Dimensional Dynamic Infinite Elements; 2.1.2 Wave Input Method for Simulating Wave Scattering Problems in Infinite Media; 2.2 Incident P-wave and SV-wave Reflection Characteristics on a Fixed Boundary; 2.3 Formulation of Generalized Stresses on the Wave Input Boundary |
| 505 | 8 | 0 | |a 2.3.1 SV-wave Incidence2.3.2 P-wave Incidence; 2.4 Verification of the Proposed Computational Model for Simulating Wave Scattering Problems in Infinite Media; 2.4.1 Wave Reflection on the Surface of an Elastic Half-Plane; 2.4.2 Wave Scattering on the Surface of a Semi-circular Canyon; 2.4.3 Wave Scattering on the Surface of an Embankment Dam; 3 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Dynamic DamWaterFoundation Interaction Problems; 3.1 Simulation of Dynamic Gravity DamWaterFoundation Interaction Systems |
| 505 | 8 | 0 | |a 3.1.1 Computational Model of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediments3.1.1.1 Computational Simulation of the Water Region; 3.1.1.2 Computational Simulation of the Solid Region; 3.1.1.3 Determination of the Coupling Force between the Water and the Solid Regions; 3.1.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.1 Effects of Sediment Thickness on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences |
| 505 | 8 | 0 | |a 3.1.2.2 Effects of Sediment Elastic Properties on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences3.1.2.3 Effects of Poisson's Ratios of the Sediment on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.4 Effects of the Sediment Damping Coefficients on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.3 Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences |
| 505 | 8 | 0 | |a 3.1.3.1 Selection of an Earthquake for the Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences3.1.3.2 Transient Seismic Response of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediment Effects; 3.2 Simulation of Dynamic Embankment DamWaterFoundation Interaction Systems; 3.2.1 Effects of Impervious Member Types on the Dynamic Response of an Embankment Dam--Foundation System; 3.2.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of an Embankment Dam--Foundation System |
| 505 | 8 | 0 | |a 4 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Wave Scattering Effects under Different Canyon Topographical and Geological Conditions |
| 520 | |a This book presents state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems. | ||
| 520 | |a This monograph aims to provide a state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems, based on the author’s own work during the last two decades. While the theoretical aspects of either dynamic infinite elements or transient infinite elements are systematically presented, the related application examples are immediately followed to illustrate the usefulness and applicability of these infinite elements for simulating a wide range of dynamic and transient problems involving infinite domains. To broaden the readership of this monograph, common mathematical notations are used to derive the formulations of both dynamic and transient infinite elements. This enables this monograph to be used either as a useful textbook for postgraduate students or as a valuable reference book for computational geoscientists, geotechnical engineers, civil engineers, geoscientists and applied mathematicians. | ||
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Preamble; Acknowledgements; Contents; Nomenclature; Subscripts; Superscripts; 1 Introduction; 2 Theory of Two-Dimensional Dynamic Infinite Elements for Simulating Wave Propagation Problems in Infinite Media; 2.1 Formulation of Two-Dimensional Dynamic Infinite Elements and Wave Input Method; 2.1.1 Formulation of Two-Dimensional Dynamic Infinite Elements; 2.1.2 Wave Input Method for Simulating Wave Scattering Problems in Infinite Media; 2.2 Incident P-wave and SV-wave Reflection Characteristics on a Fixed Boundary; 2.3 Formulation of Generalized Stresses on the Wave Input Boundary 2.3.1 SV-wave Incidence2.3.2 P-wave Incidence; 2.4 Verification of the Proposed Computational Model for Simulating Wave Scattering Problems in Infinite Media; 2.4.1 Wave Reflection on the Surface of an Elastic Half-Plane; 2.4.2 Wave Scattering on the Surface of a Semi-circular Canyon; 2.4.3 Wave Scattering on the Surface of an Embankment Dam; 3 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Dynamic DamWaterFoundation Interaction Problems; 3.1 Simulation of Dynamic Gravity DamWaterFoundation Interaction Systems 3.1.1 Computational Model of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediments3.1.1.1 Computational Simulation of the Water Region; 3.1.1.2 Computational Simulation of the Solid Region; 3.1.1.3 Determination of the Coupling Force between the Water and the Solid Regions; 3.1.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.1 Effects of Sediment Thickness on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences 3.1.2.2 Effects of Sediment Elastic Properties on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences3.1.2.3 Effects of Poisson's Ratios of the Sediment on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.4 Effects of the Sediment Damping Coefficients on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.3 Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences 3.1.3.1 Selection of an Earthquake for the Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences3.1.3.2 Transient Seismic Response of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediment Effects; 3.2 Simulation of Dynamic Embankment DamWaterFoundation Interaction Systems; 3.2.1 Effects of Impervious Member Types on the Dynamic Response of an Embankment Dam--Foundation System; 3.2.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of an Embankment Dam--Foundation System 4 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Wave Scattering Effects under Different Canyon Topographical and Geological Conditions |
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Preamble; Acknowledgements; Contents; Nomenclature; Subscripts; Superscripts; 1 Introduction; 2 Theory of Two-Dimensional Dynamic Infinite Elements for Simulating Wave Propagation Problems in Infinite Media; 2.1 Formulation of Two-Dimensional Dynamic Infinite Elements and Wave Input Method; 2.1.1 Formulation of Two-Dimensional Dynamic Infinite Elements; 2.1.2 Wave Input Method for Simulating Wave Scattering Problems in Infinite Media; 2.2 Incident P-wave and SV-wave Reflection Characteristics on a Fixed Boundary; 2.3 Formulation of Generalized Stresses on the Wave Input Boundary 2.3.1 SV-wave Incidence2.3.2 P-wave Incidence; 2.4 Verification of the Proposed Computational Model for Simulating Wave Scattering Problems in Infinite Media; 2.4.1 Wave Reflection on the Surface of an Elastic Half-Plane; 2.4.2 Wave Scattering on the Surface of a Semi-circular Canyon; 2.4.3 Wave Scattering on the Surface of an Embankment Dam; 3 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Dynamic DamWaterFoundation Interaction Problems; 3.1 Simulation of Dynamic Gravity DamWaterFoundation Interaction Systems 3.1.1 Computational Model of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediments3.1.1.1 Computational Simulation of the Water Region; 3.1.1.2 Computational Simulation of the Solid Region; 3.1.1.3 Determination of the Coupling Force between the Water and the Solid Regions; 3.1.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.1 Effects of Sediment Thickness on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences 3.1.2.2 Effects of Sediment Elastic Properties on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences3.1.2.3 Effects of Poisson's Ratios of the Sediment on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.4 Effects of the Sediment Damping Coefficients on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.3 Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences 3.1.3.1 Selection of an Earthquake for the Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences3.1.3.2 Transient Seismic Response of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediment Effects; 3.2 Simulation of Dynamic Embankment DamWaterFoundation Interaction Systems; 3.2.1 Effects of Impervious Member Types on the Dynamic Response of an Embankment Dam--Foundation System; 3.2.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of an Embankment Dam--Foundation System 4 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Wave Scattering Effects under Different Canyon Topographical and Geological Conditions Zhao, Chongbin misc QC801-809 misc QA927 rvk RB 10038 msc *86-02 msc 86-08 msc 76-02 bkl 50.33 bkl 56.20 bkl 38.95 bkl 38.70 misc Geography misc Physical geography misc Engineering misc Earth Sciences misc Thermodynamics misc Mathematical geography gnd Geophysik gnd Geotechnik gnd Umweltgeologie gnd Infinite-Elemente-Methode gnd Finite-Elemente-Methode gnd Mehrskalenmodell gnd Wellenausbreitung gnd Transportprozess 2027 ebook Dynamic and Transient Infinite Elements Theory and Geophysical, Geotechnical and Geoenvironmental Applications |
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Dynamic and Transient Infinite Elements Theory and Geophysical, Geotechnical and Geoenvironmental Applications |
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This book presents state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems. This monograph aims to provide a state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems, based on the author’s own work during the last two decades. While the theoretical aspects of either dynamic infinite elements or transient infinite elements are systematically presented, the related application examples are immediately followed to illustrate the usefulness and applicability of these infinite elements for simulating a wide range of dynamic and transient problems involving infinite domains. To broaden the readership of this monograph, common mathematical notations are used to derive the formulations of both dynamic and transient infinite elements. This enables this monograph to be used either as a useful textbook for postgraduate students or as a valuable reference book for computational geoscientists, geotechnical engineers, civil engineers, geoscientists and applied mathematicians. Includes bibliographical references (p. 247-254) and index |
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This book presents state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems. This monograph aims to provide a state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems, based on the author’s own work during the last two decades. While the theoretical aspects of either dynamic infinite elements or transient infinite elements are systematically presented, the related application examples are immediately followed to illustrate the usefulness and applicability of these infinite elements for simulating a wide range of dynamic and transient problems involving infinite domains. To broaden the readership of this monograph, common mathematical notations are used to derive the formulations of both dynamic and transient infinite elements. This enables this monograph to be used either as a useful textbook for postgraduate students or as a valuable reference book for computational geoscientists, geotechnical engineers, civil engineers, geoscientists and applied mathematicians. Includes bibliographical references (p. 247-254) and index |
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This book presents state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems. This monograph aims to provide a state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems, based on the author’s own work during the last two decades. While the theoretical aspects of either dynamic infinite elements or transient infinite elements are systematically presented, the related application examples are immediately followed to illustrate the usefulness and applicability of these infinite elements for simulating a wide range of dynamic and transient problems involving infinite domains. To broaden the readership of this monograph, common mathematical notations are used to derive the formulations of both dynamic and transient infinite elements. This enables this monograph to be used either as a useful textbook for postgraduate students or as a valuable reference book for computational geoscientists, geotechnical engineers, civil engineers, geoscientists and applied mathematicians. Includes bibliographical references (p. 247-254) and index |
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9783642008467 978-3-642-00846-7 9783642008450 978-3-642-00845-0 10.1007/978-3-642-00846-7 doi (DE-627)1648253571 (DE-576)309706424 (DE-599)BSZ309706424 (OCoLC)698989880 (OCoLC)698989880 (ZBM)1180.86002 (DE-He213)978-3-642-00846-7 (ZBM)1180.86002 DE-627 ger DE-627 rakwb eng XA-DE XA-NL QC801-809 QA927 PHVG bicssc SCI032000 bisacsh RB 10038 rvk (DE-625)rvk/142220:12595 *86-02 msc 86-08 msc 76-02 msc 50.33 bkl 56.20 bkl 38.95 bkl 38.70 bkl Zhao, Chongbin verfasserin aut Dynamic and Transient Infinite Elements Theory and Geophysical, Geotechnical and Geoenvironmental Applications by Chongbin Zhao Berlin, Heidelberg Springer-Verlag Berlin Heidelberg 2009 Online-Ressource (XVI, 259 p, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Advances in Geophysical and Environmental Mechanics and Mathematics SpringerLink Bücher Includes bibliographical references (p. 247-254) and index Preamble; Acknowledgements; Contents; Nomenclature; Subscripts; Superscripts; 1 Introduction; 2 Theory of Two-Dimensional Dynamic Infinite Elements for Simulating Wave Propagation Problems in Infinite Media; 2.1 Formulation of Two-Dimensional Dynamic Infinite Elements and Wave Input Method; 2.1.1 Formulation of Two-Dimensional Dynamic Infinite Elements; 2.1.2 Wave Input Method for Simulating Wave Scattering Problems in Infinite Media; 2.2 Incident P-wave and SV-wave Reflection Characteristics on a Fixed Boundary; 2.3 Formulation of Generalized Stresses on the Wave Input Boundary 2.3.1 SV-wave Incidence2.3.2 P-wave Incidence; 2.4 Verification of the Proposed Computational Model for Simulating Wave Scattering Problems in Infinite Media; 2.4.1 Wave Reflection on the Surface of an Elastic Half-Plane; 2.4.2 Wave Scattering on the Surface of a Semi-circular Canyon; 2.4.3 Wave Scattering on the Surface of an Embankment Dam; 3 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Dynamic DamWaterFoundation Interaction Problems; 3.1 Simulation of Dynamic Gravity DamWaterFoundation Interaction Systems 3.1.1 Computational Model of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediments3.1.1.1 Computational Simulation of the Water Region; 3.1.1.2 Computational Simulation of the Solid Region; 3.1.1.3 Determination of the Coupling Force between the Water and the Solid Regions; 3.1.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.1 Effects of Sediment Thickness on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences 3.1.2.2 Effects of Sediment Elastic Properties on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences3.1.2.3 Effects of Poisson's Ratios of the Sediment on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.4 Effects of the Sediment Damping Coefficients on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.3 Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences 3.1.3.1 Selection of an Earthquake for the Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences3.1.3.2 Transient Seismic Response of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediment Effects; 3.2 Simulation of Dynamic Embankment DamWaterFoundation Interaction Systems; 3.2.1 Effects of Impervious Member Types on the Dynamic Response of an Embankment Dam--Foundation System; 3.2.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of an Embankment Dam--Foundation System 4 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Wave Scattering Effects under Different Canyon Topographical and Geological Conditions This book presents state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems. This monograph aims to provide a state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems, based on the author’s own work during the last two decades. While the theoretical aspects of either dynamic infinite elements or transient infinite elements are systematically presented, the related application examples are immediately followed to illustrate the usefulness and applicability of these infinite elements for simulating a wide range of dynamic and transient problems involving infinite domains. To broaden the readership of this monograph, common mathematical notations are used to derive the formulations of both dynamic and transient infinite elements. This enables this monograph to be used either as a useful textbook for postgraduate students or as a valuable reference book for computational geoscientists, geotechnical engineers, civil engineers, geoscientists and applied mathematicians. 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Zhao, Chongbin Dynamic and transient infinite elements Dordrecht : Springer, 2009 XVI, 259 S. 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9783642008467 978-3-642-00846-7 9783642008450 978-3-642-00845-0 10.1007/978-3-642-00846-7 doi (DE-627)1648253571 (DE-576)309706424 (DE-599)BSZ309706424 (OCoLC)698989880 (OCoLC)698989880 (ZBM)1180.86002 (DE-He213)978-3-642-00846-7 (ZBM)1180.86002 DE-627 ger DE-627 rakwb eng XA-DE XA-NL QC801-809 QA927 PHVG bicssc SCI032000 bisacsh RB 10038 rvk (DE-625)rvk/142220:12595 *86-02 msc 86-08 msc 76-02 msc 50.33 bkl 56.20 bkl 38.95 bkl 38.70 bkl Zhao, Chongbin verfasserin aut Dynamic and Transient Infinite Elements Theory and Geophysical, Geotechnical and Geoenvironmental Applications by Chongbin Zhao Berlin, Heidelberg Springer-Verlag Berlin Heidelberg 2009 Online-Ressource (XVI, 259 p, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Advances in Geophysical and Environmental Mechanics and Mathematics SpringerLink Bücher Includes bibliographical references (p. 247-254) and index Preamble; Acknowledgements; Contents; Nomenclature; Subscripts; Superscripts; 1 Introduction; 2 Theory of Two-Dimensional Dynamic Infinite Elements for Simulating Wave Propagation Problems in Infinite Media; 2.1 Formulation of Two-Dimensional Dynamic Infinite Elements and Wave Input Method; 2.1.1 Formulation of Two-Dimensional Dynamic Infinite Elements; 2.1.2 Wave Input Method for Simulating Wave Scattering Problems in Infinite Media; 2.2 Incident P-wave and SV-wave Reflection Characteristics on a Fixed Boundary; 2.3 Formulation of Generalized Stresses on the Wave Input Boundary 2.3.1 SV-wave Incidence2.3.2 P-wave Incidence; 2.4 Verification of the Proposed Computational Model for Simulating Wave Scattering Problems in Infinite Media; 2.4.1 Wave Reflection on the Surface of an Elastic Half-Plane; 2.4.2 Wave Scattering on the Surface of a Semi-circular Canyon; 2.4.3 Wave Scattering on the Surface of an Embankment Dam; 3 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Dynamic DamWaterFoundation Interaction Problems; 3.1 Simulation of Dynamic Gravity DamWaterFoundation Interaction Systems 3.1.1 Computational Model of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediments3.1.1.1 Computational Simulation of the Water Region; 3.1.1.2 Computational Simulation of the Solid Region; 3.1.1.3 Determination of the Coupling Force between the Water and the Solid Regions; 3.1.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.1 Effects of Sediment Thickness on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences 3.1.2.2 Effects of Sediment Elastic Properties on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences3.1.2.3 Effects of Poisson's Ratios of the Sediment on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.4 Effects of the Sediment Damping Coefficients on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.3 Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences 3.1.3.1 Selection of an Earthquake for the Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences3.1.3.2 Transient Seismic Response of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediment Effects; 3.2 Simulation of Dynamic Embankment DamWaterFoundation Interaction Systems; 3.2.1 Effects of Impervious Member Types on the Dynamic Response of an Embankment Dam--Foundation System; 3.2.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of an Embankment Dam--Foundation System 4 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Wave Scattering Effects under Different Canyon Topographical and Geological Conditions This book presents state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems. This monograph aims to provide a state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems, based on the author’s own work during the last two decades. While the theoretical aspects of either dynamic infinite elements or transient infinite elements are systematically presented, the related application examples are immediately followed to illustrate the usefulness and applicability of these infinite elements for simulating a wide range of dynamic and transient problems involving infinite domains. To broaden the readership of this monograph, common mathematical notations are used to derive the formulations of both dynamic and transient infinite elements. This enables this monograph to be used either as a useful textbook for postgraduate students or as a valuable reference book for computational geoscientists, geotechnical engineers, civil engineers, geoscientists and applied mathematicians. Geography Physical geography Engineering Earth Sciences Geography Physical geography Engineering Thermodynamics Mathematical geography s (DE-588)4020252-5 (DE-627)106318772 (DE-576)208932526 Geophysik gnd s (DE-588)4156771-7 (DE-627)105505900 (DE-576)209829427 Geotechnik gnd s (DE-588)4251569-5 (DE-627)104760761 (DE-576)210515511 Umweltgeologie gnd s (DE-588)4405138-4 (DE-627)194739554 (DE-576)212101110 Infinite-Elemente-Methode gnd s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd DE-101 s (DE-588)4121912-0 (DE-627)10576616X (DE-576)209547189 Wellenausbreitung gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd DE-101 s (DE-588)4185932-7 (DE-627)105283525 (DE-576)210035838 Transportprozess gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd DE-101 s (DE-588)4020252-5 (DE-627)106318772 (DE-576)208932526 Geophysik gnd s (DE-588)4156771-7 (DE-627)105505900 (DE-576)209829427 Geotechnik gnd s (DE-588)4251569-5 (DE-627)104760761 (DE-576)210515511 Umweltgeologie gnd s (DE-588)4405138-4 (DE-627)194739554 (DE-576)212101110 Infinite-Elemente-Methode gnd s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd (DE-627) s (DE-588)4121912-0 (DE-627)10576616X (DE-576)209547189 Wellenausbreitung gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd (DE-627) s (DE-588)4185932-7 (DE-627)105283525 (DE-576)210035838 Transportprozess gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd (DE-627) 9783642008450 Buchausg. u.d.T. Zhao, Chongbin Dynamic and transient infinite elements Dordrecht : Springer, 2009 XVI, 259 S. (DE-627)594444993 (DE-576)306258072 9783642008450 https://doi.org/10.1007/978-3-642-00846-7 Verlag Volltext http://dx.doi.org/10.1007/978-3-642-00846-7 Resolving-System lizenzpflichtig Volltext https://swbplus.bsz-bw.de/bsz309706424cov.jpg V:DE-576 X:springer image/jpeg 20130327143352 Cover https://zbmath.org/?q=an:1180.86002 B:ZBM 2021-04-12 Verlag Zentralblatt MATH Inhaltstext http://www.gbv.de/dms/bowker/toc/9783642008450.pdf V:DE-601 X:Bowker pdf/application 2011-12-23 Verlag Inhaltsverzeichnis Inhaltsverzeichnis (DE-627)605495556 ZDB-2-EES 2009 GBV_ILN_23 ISIL_DE-830 SYSFLAG_1 GBV_KXP SSG-OPC-MAT GBV_ILN_60 ISIL_DE-705 GBV_ILN_65 ISIL_DE-3 GBV_ILN_69 ISIL_DE-9 GBV_ILN_120 ISIL_DE-715 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2148 ISIL_DE-950 GBV ExPruef RB 10038 Stellung, Stand, Wesen, Aufgaben, Methoden, Gliederung der Geografie Geografie Nicht regional gebundene Darstellungen Unterlagen für die gesamte Geografie Aufgaben der Geografie u.ä. Stellung, Stand, Wesen, Aufgaben, Methoden, Gliederung der Geografie (DE-627)1270765817 (DE-625)rvk/142220:12595 (DE-576)200765817 50.33 Technische Strömungsmechanik SEPA (DE-627)106413783 56.20 Ingenieurgeologie Bodenmechanik SEPA (DE-627)106421018 38.95 Umweltgeologie Geoökologie SEPA (DE-627)18157117X 38.70 Geophysik: Allgemeines SEPA (DE-627)106407236 BO 045F 550 045F 526.1 045F 530.124 23 01 0830 205366325 00 --%%-- --%%-- s --%%-- olr-springer i z 29-10-09 60 01 0705 4304951793 SpringerLink Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 07-04-23 65 01 0003 1655660551 03 --%%-- ebook --%%-- --%%-- OLR-SEB-ZDB-2-EES Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. k3o 02-01-17 69 01 0009 1110646135 OLR-SEB-ZDB-2-EES Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. z 22-01-10 120 01 0715 1840109963 OLR-ESP Campusweiter Zugriff (Universität Oldenburg). - Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden. z 13-01-19 120 02 0715 3578131539 00 --%%-- --%%-- g --%%-- alma z 21-01-20 285 01 0517 1173252789 00 --%%-- --%%-- s --%%-- OLR-ESP-EES Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. z 23-07-10 370 01 4370 203329678 olr-springer Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 30-07-09 2027 01 DE-105 3328116214 00 --%%-- --%%-- n --%%-- Campuslizenz l01 01-03-10 2050 01 DE-Zi4 3328116230 00 --%%-- --%%-- n --%%-- Elektronischer Volltext - Campuslizenz l01 01-03-10 2148 01 DE-950 3328116257 00 --%%-- eBook Springer --%%-- n Elektronischer Volltext - Campuslizenz l01 14-08-09 23 01 0830 Springer EBook https://doi.org/10.1007/978-3-642-00846-7 60 01 0705 Volltextzugang Campus https://doi.org/10.1007/978-3-642-00846-7 65 01 0003 Volltextzugang Campus https://doi.org/10.1007/978-3-642-00846-7 69 01 0009 https://doi.org/10.1007/978-3-642-00846-7 120 01 0715 http://dx.doi.org/10.1007/978-3-642-00846-7 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016136835303501 285 01 0517 E-books (Springer) https://doi.org/10.1007/978-3-642-00846-7 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://doi.org/10.1007/978-3-642-00846-7 2050 01 DE-Zi4 http://dx.doi.org/10.1007/978-3-642-00846-7 2148 01 DE-950 http://dx.doi.org/10.1007/978-3-642-00846-7 2027 01 DE-105 00 s ebook 120 00 DE-715 99 ww 285 00 DE-517 00 RB 10038 23 01 0830 2009-05401, 2009-05402, 2009-05403, 2009-05404, 2009-05620, 2009-05940, 2009-05941, 2009-05942, 2009-05943, 2009-05946, 2010-00175 120 01 0715 YH 2020 23 01 0830 olr-springer 60 01 0705 SpringerLink 65 01 0003 OLR-SEB-ZDB-2-EES 69 01 0009 OLR-SEB-ZDB-2-EES 120 01 0715 OLR-ESP 120 02 0715 alma 285 01 0517 OLR-ESP-EES 370 01 4370 olr-springer 23 01 0830 2009.10.29 |
| allfields_unstemmed |
9783642008467 978-3-642-00846-7 9783642008450 978-3-642-00845-0 10.1007/978-3-642-00846-7 doi (DE-627)1648253571 (DE-576)309706424 (DE-599)BSZ309706424 (OCoLC)698989880 (OCoLC)698989880 (ZBM)1180.86002 (DE-He213)978-3-642-00846-7 (ZBM)1180.86002 DE-627 ger DE-627 rakwb eng XA-DE XA-NL QC801-809 QA927 PHVG bicssc SCI032000 bisacsh RB 10038 rvk (DE-625)rvk/142220:12595 *86-02 msc 86-08 msc 76-02 msc 50.33 bkl 56.20 bkl 38.95 bkl 38.70 bkl Zhao, Chongbin verfasserin aut Dynamic and Transient Infinite Elements Theory and Geophysical, Geotechnical and Geoenvironmental Applications by Chongbin Zhao Berlin, Heidelberg Springer-Verlag Berlin Heidelberg 2009 Online-Ressource (XVI, 259 p, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Advances in Geophysical and Environmental Mechanics and Mathematics SpringerLink Bücher Includes bibliographical references (p. 247-254) and index Preamble; Acknowledgements; Contents; Nomenclature; Subscripts; Superscripts; 1 Introduction; 2 Theory of Two-Dimensional Dynamic Infinite Elements for Simulating Wave Propagation Problems in Infinite Media; 2.1 Formulation of Two-Dimensional Dynamic Infinite Elements and Wave Input Method; 2.1.1 Formulation of Two-Dimensional Dynamic Infinite Elements; 2.1.2 Wave Input Method for Simulating Wave Scattering Problems in Infinite Media; 2.2 Incident P-wave and SV-wave Reflection Characteristics on a Fixed Boundary; 2.3 Formulation of Generalized Stresses on the Wave Input Boundary 2.3.1 SV-wave Incidence2.3.2 P-wave Incidence; 2.4 Verification of the Proposed Computational Model for Simulating Wave Scattering Problems in Infinite Media; 2.4.1 Wave Reflection on the Surface of an Elastic Half-Plane; 2.4.2 Wave Scattering on the Surface of a Semi-circular Canyon; 2.4.3 Wave Scattering on the Surface of an Embankment Dam; 3 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Dynamic DamWaterFoundation Interaction Problems; 3.1 Simulation of Dynamic Gravity DamWaterFoundation Interaction Systems 3.1.1 Computational Model of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediments3.1.1.1 Computational Simulation of the Water Region; 3.1.1.2 Computational Simulation of the Solid Region; 3.1.1.3 Determination of the Coupling Force between the Water and the Solid Regions; 3.1.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.1 Effects of Sediment Thickness on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences 3.1.2.2 Effects of Sediment Elastic Properties on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences3.1.2.3 Effects of Poisson's Ratios of the Sediment on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.4 Effects of the Sediment Damping Coefficients on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.3 Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences 3.1.3.1 Selection of an Earthquake for the Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences3.1.3.2 Transient Seismic Response of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediment Effects; 3.2 Simulation of Dynamic Embankment DamWaterFoundation Interaction Systems; 3.2.1 Effects of Impervious Member Types on the Dynamic Response of an Embankment Dam--Foundation System; 3.2.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of an Embankment Dam--Foundation System 4 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Wave Scattering Effects under Different Canyon Topographical and Geological Conditions This book presents state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems. This monograph aims to provide a state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems, based on the author’s own work during the last two decades. While the theoretical aspects of either dynamic infinite elements or transient infinite elements are systematically presented, the related application examples are immediately followed to illustrate the usefulness and applicability of these infinite elements for simulating a wide range of dynamic and transient problems involving infinite domains. To broaden the readership of this monograph, common mathematical notations are used to derive the formulations of both dynamic and transient infinite elements. This enables this monograph to be used either as a useful textbook for postgraduate students or as a valuable reference book for computational geoscientists, geotechnical engineers, civil engineers, geoscientists and applied mathematicians. Geography Physical geography Engineering Earth Sciences Geography Physical geography Engineering Thermodynamics Mathematical geography s (DE-588)4020252-5 (DE-627)106318772 (DE-576)208932526 Geophysik gnd s (DE-588)4156771-7 (DE-627)105505900 (DE-576)209829427 Geotechnik gnd s (DE-588)4251569-5 (DE-627)104760761 (DE-576)210515511 Umweltgeologie gnd s (DE-588)4405138-4 (DE-627)194739554 (DE-576)212101110 Infinite-Elemente-Methode gnd s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd DE-101 s (DE-588)4121912-0 (DE-627)10576616X (DE-576)209547189 Wellenausbreitung gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd DE-101 s (DE-588)4185932-7 (DE-627)105283525 (DE-576)210035838 Transportprozess gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd DE-101 s (DE-588)4020252-5 (DE-627)106318772 (DE-576)208932526 Geophysik gnd s (DE-588)4156771-7 (DE-627)105505900 (DE-576)209829427 Geotechnik gnd s (DE-588)4251569-5 (DE-627)104760761 (DE-576)210515511 Umweltgeologie gnd s (DE-588)4405138-4 (DE-627)194739554 (DE-576)212101110 Infinite-Elemente-Methode gnd s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd (DE-627) s (DE-588)4121912-0 (DE-627)10576616X (DE-576)209547189 Wellenausbreitung gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd (DE-627) s (DE-588)4185932-7 (DE-627)105283525 (DE-576)210035838 Transportprozess gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd (DE-627) 9783642008450 Buchausg. u.d.T. Zhao, Chongbin Dynamic and transient infinite elements Dordrecht : Springer, 2009 XVI, 259 S. (DE-627)594444993 (DE-576)306258072 9783642008450 https://doi.org/10.1007/978-3-642-00846-7 Verlag Volltext http://dx.doi.org/10.1007/978-3-642-00846-7 Resolving-System lizenzpflichtig Volltext https://swbplus.bsz-bw.de/bsz309706424cov.jpg V:DE-576 X:springer image/jpeg 20130327143352 Cover https://zbmath.org/?q=an:1180.86002 B:ZBM 2021-04-12 Verlag Zentralblatt MATH Inhaltstext http://www.gbv.de/dms/bowker/toc/9783642008450.pdf V:DE-601 X:Bowker pdf/application 2011-12-23 Verlag Inhaltsverzeichnis Inhaltsverzeichnis (DE-627)605495556 ZDB-2-EES 2009 GBV_ILN_23 ISIL_DE-830 SYSFLAG_1 GBV_KXP SSG-OPC-MAT GBV_ILN_60 ISIL_DE-705 GBV_ILN_65 ISIL_DE-3 GBV_ILN_69 ISIL_DE-9 GBV_ILN_120 ISIL_DE-715 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2148 ISIL_DE-950 GBV ExPruef RB 10038 Stellung, Stand, Wesen, Aufgaben, Methoden, Gliederung der Geografie Geografie Nicht regional gebundene Darstellungen Unterlagen für die gesamte Geografie Aufgaben der Geografie u.ä. Stellung, Stand, Wesen, Aufgaben, Methoden, Gliederung der Geografie (DE-627)1270765817 (DE-625)rvk/142220:12595 (DE-576)200765817 50.33 Technische Strömungsmechanik SEPA (DE-627)106413783 56.20 Ingenieurgeologie Bodenmechanik SEPA (DE-627)106421018 38.95 Umweltgeologie Geoökologie SEPA (DE-627)18157117X 38.70 Geophysik: Allgemeines SEPA (DE-627)106407236 BO 045F 550 045F 526.1 045F 530.124 23 01 0830 205366325 00 --%%-- --%%-- s --%%-- olr-springer i z 29-10-09 60 01 0705 4304951793 SpringerLink Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 07-04-23 65 01 0003 1655660551 03 --%%-- ebook --%%-- --%%-- OLR-SEB-ZDB-2-EES Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. k3o 02-01-17 69 01 0009 1110646135 OLR-SEB-ZDB-2-EES Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. z 22-01-10 120 01 0715 1840109963 OLR-ESP Campusweiter Zugriff (Universität Oldenburg). - Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden. z 13-01-19 120 02 0715 3578131539 00 --%%-- --%%-- g --%%-- alma z 21-01-20 285 01 0517 1173252789 00 --%%-- --%%-- s --%%-- OLR-ESP-EES Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. z 23-07-10 370 01 4370 203329678 olr-springer Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 30-07-09 2027 01 DE-105 3328116214 00 --%%-- --%%-- n --%%-- Campuslizenz l01 01-03-10 2050 01 DE-Zi4 3328116230 00 --%%-- --%%-- n --%%-- Elektronischer Volltext - Campuslizenz l01 01-03-10 2148 01 DE-950 3328116257 00 --%%-- eBook Springer --%%-- n Elektronischer Volltext - Campuslizenz l01 14-08-09 23 01 0830 Springer EBook https://doi.org/10.1007/978-3-642-00846-7 60 01 0705 Volltextzugang Campus https://doi.org/10.1007/978-3-642-00846-7 65 01 0003 Volltextzugang Campus https://doi.org/10.1007/978-3-642-00846-7 69 01 0009 https://doi.org/10.1007/978-3-642-00846-7 120 01 0715 http://dx.doi.org/10.1007/978-3-642-00846-7 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016136835303501 285 01 0517 E-books (Springer) https://doi.org/10.1007/978-3-642-00846-7 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://doi.org/10.1007/978-3-642-00846-7 2050 01 DE-Zi4 http://dx.doi.org/10.1007/978-3-642-00846-7 2148 01 DE-950 http://dx.doi.org/10.1007/978-3-642-00846-7 2027 01 DE-105 00 s ebook 120 00 DE-715 99 ww 285 00 DE-517 00 RB 10038 23 01 0830 2009-05401, 2009-05402, 2009-05403, 2009-05404, 2009-05620, 2009-05940, 2009-05941, 2009-05942, 2009-05943, 2009-05946, 2010-00175 120 01 0715 YH 2020 23 01 0830 olr-springer 60 01 0705 SpringerLink 65 01 0003 OLR-SEB-ZDB-2-EES 69 01 0009 OLR-SEB-ZDB-2-EES 120 01 0715 OLR-ESP 120 02 0715 alma 285 01 0517 OLR-ESP-EES 370 01 4370 olr-springer 23 01 0830 2009.10.29 |
| allfieldsGer |
9783642008467 978-3-642-00846-7 9783642008450 978-3-642-00845-0 10.1007/978-3-642-00846-7 doi (DE-627)1648253571 (DE-576)309706424 (DE-599)BSZ309706424 (OCoLC)698989880 (OCoLC)698989880 (ZBM)1180.86002 (DE-He213)978-3-642-00846-7 (ZBM)1180.86002 DE-627 ger DE-627 rakwb eng XA-DE XA-NL QC801-809 QA927 PHVG bicssc SCI032000 bisacsh RB 10038 rvk (DE-625)rvk/142220:12595 *86-02 msc 86-08 msc 76-02 msc 50.33 bkl 56.20 bkl 38.95 bkl 38.70 bkl Zhao, Chongbin verfasserin aut Dynamic and Transient Infinite Elements Theory and Geophysical, Geotechnical and Geoenvironmental Applications by Chongbin Zhao Berlin, Heidelberg Springer-Verlag Berlin Heidelberg 2009 Online-Ressource (XVI, 259 p, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Advances in Geophysical and Environmental Mechanics and Mathematics SpringerLink Bücher Includes bibliographical references (p. 247-254) and index Preamble; Acknowledgements; Contents; Nomenclature; Subscripts; Superscripts; 1 Introduction; 2 Theory of Two-Dimensional Dynamic Infinite Elements for Simulating Wave Propagation Problems in Infinite Media; 2.1 Formulation of Two-Dimensional Dynamic Infinite Elements and Wave Input Method; 2.1.1 Formulation of Two-Dimensional Dynamic Infinite Elements; 2.1.2 Wave Input Method for Simulating Wave Scattering Problems in Infinite Media; 2.2 Incident P-wave and SV-wave Reflection Characteristics on a Fixed Boundary; 2.3 Formulation of Generalized Stresses on the Wave Input Boundary 2.3.1 SV-wave Incidence2.3.2 P-wave Incidence; 2.4 Verification of the Proposed Computational Model for Simulating Wave Scattering Problems in Infinite Media; 2.4.1 Wave Reflection on the Surface of an Elastic Half-Plane; 2.4.2 Wave Scattering on the Surface of a Semi-circular Canyon; 2.4.3 Wave Scattering on the Surface of an Embankment Dam; 3 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Dynamic DamWaterFoundation Interaction Problems; 3.1 Simulation of Dynamic Gravity DamWaterFoundation Interaction Systems 3.1.1 Computational Model of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediments3.1.1.1 Computational Simulation of the Water Region; 3.1.1.2 Computational Simulation of the Solid Region; 3.1.1.3 Determination of the Coupling Force between the Water and the Solid Regions; 3.1.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.1 Effects of Sediment Thickness on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences 3.1.2.2 Effects of Sediment Elastic Properties on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences3.1.2.3 Effects of Poisson's Ratios of the Sediment on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.4 Effects of the Sediment Damping Coefficients on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.3 Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences 3.1.3.1 Selection of an Earthquake for the Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences3.1.3.2 Transient Seismic Response of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediment Effects; 3.2 Simulation of Dynamic Embankment DamWaterFoundation Interaction Systems; 3.2.1 Effects of Impervious Member Types on the Dynamic Response of an Embankment Dam--Foundation System; 3.2.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of an Embankment Dam--Foundation System 4 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Wave Scattering Effects under Different Canyon Topographical and Geological Conditions This book presents state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems. This monograph aims to provide a state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems, based on the author’s own work during the last two decades. While the theoretical aspects of either dynamic infinite elements or transient infinite elements are systematically presented, the related application examples are immediately followed to illustrate the usefulness and applicability of these infinite elements for simulating a wide range of dynamic and transient problems involving infinite domains. To broaden the readership of this monograph, common mathematical notations are used to derive the formulations of both dynamic and transient infinite elements. This enables this monograph to be used either as a useful textbook for postgraduate students or as a valuable reference book for computational geoscientists, geotechnical engineers, civil engineers, geoscientists and applied mathematicians. Geography Physical geography Engineering Earth Sciences Geography Physical geography Engineering Thermodynamics Mathematical geography s (DE-588)4020252-5 (DE-627)106318772 (DE-576)208932526 Geophysik gnd s (DE-588)4156771-7 (DE-627)105505900 (DE-576)209829427 Geotechnik gnd s (DE-588)4251569-5 (DE-627)104760761 (DE-576)210515511 Umweltgeologie gnd s (DE-588)4405138-4 (DE-627)194739554 (DE-576)212101110 Infinite-Elemente-Methode gnd s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd DE-101 s (DE-588)4121912-0 (DE-627)10576616X (DE-576)209547189 Wellenausbreitung gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd DE-101 s (DE-588)4185932-7 (DE-627)105283525 (DE-576)210035838 Transportprozess gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd DE-101 s (DE-588)4020252-5 (DE-627)106318772 (DE-576)208932526 Geophysik gnd s (DE-588)4156771-7 (DE-627)105505900 (DE-576)209829427 Geotechnik gnd s (DE-588)4251569-5 (DE-627)104760761 (DE-576)210515511 Umweltgeologie gnd s (DE-588)4405138-4 (DE-627)194739554 (DE-576)212101110 Infinite-Elemente-Methode gnd s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd (DE-627) s (DE-588)4121912-0 (DE-627)10576616X (DE-576)209547189 Wellenausbreitung gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd (DE-627) s (DE-588)4185932-7 (DE-627)105283525 (DE-576)210035838 Transportprozess gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd (DE-627) 9783642008450 Buchausg. u.d.T. Zhao, Chongbin Dynamic and transient infinite elements Dordrecht : Springer, 2009 XVI, 259 S. (DE-627)594444993 (DE-576)306258072 9783642008450 https://doi.org/10.1007/978-3-642-00846-7 Verlag Volltext http://dx.doi.org/10.1007/978-3-642-00846-7 Resolving-System lizenzpflichtig Volltext https://swbplus.bsz-bw.de/bsz309706424cov.jpg V:DE-576 X:springer image/jpeg 20130327143352 Cover https://zbmath.org/?q=an:1180.86002 B:ZBM 2021-04-12 Verlag Zentralblatt MATH Inhaltstext http://www.gbv.de/dms/bowker/toc/9783642008450.pdf V:DE-601 X:Bowker pdf/application 2011-12-23 Verlag Inhaltsverzeichnis Inhaltsverzeichnis (DE-627)605495556 ZDB-2-EES 2009 GBV_ILN_23 ISIL_DE-830 SYSFLAG_1 GBV_KXP SSG-OPC-MAT GBV_ILN_60 ISIL_DE-705 GBV_ILN_65 ISIL_DE-3 GBV_ILN_69 ISIL_DE-9 GBV_ILN_120 ISIL_DE-715 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2148 ISIL_DE-950 GBV ExPruef RB 10038 Stellung, Stand, Wesen, Aufgaben, Methoden, Gliederung der Geografie Geografie Nicht regional gebundene Darstellungen Unterlagen für die gesamte Geografie Aufgaben der Geografie u.ä. Stellung, Stand, Wesen, Aufgaben, Methoden, Gliederung der Geografie (DE-627)1270765817 (DE-625)rvk/142220:12595 (DE-576)200765817 50.33 Technische Strömungsmechanik SEPA (DE-627)106413783 56.20 Ingenieurgeologie Bodenmechanik SEPA (DE-627)106421018 38.95 Umweltgeologie Geoökologie SEPA (DE-627)18157117X 38.70 Geophysik: Allgemeines SEPA (DE-627)106407236 BO 045F 550 045F 526.1 045F 530.124 23 01 0830 205366325 00 --%%-- --%%-- s --%%-- olr-springer i z 29-10-09 60 01 0705 4304951793 SpringerLink Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. Nur für Angehörige der HSU: Volltextzugang von außerhalb des Campus mit Anmeldung über Shibboleth mit Ihrer Bibliothekskennung z 07-04-23 65 01 0003 1655660551 03 --%%-- ebook --%%-- --%%-- OLR-SEB-ZDB-2-EES Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Die Weitergabe an Dritte sowie systematisches Downloaden sind untersagt. k3o 02-01-17 69 01 0009 1110646135 OLR-SEB-ZDB-2-EES Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. z 22-01-10 120 01 0715 1840109963 OLR-ESP Campusweiter Zugriff (Universität Oldenburg). - Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden. z 13-01-19 120 02 0715 3578131539 00 --%%-- --%%-- g --%%-- alma z 21-01-20 285 01 0517 1173252789 00 --%%-- --%%-- s --%%-- OLR-ESP-EES Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. z 23-07-10 370 01 4370 203329678 olr-springer Vervielfältigungen (z.B. Kopien, Downloads) sind nur von einzelnen Kapiteln oder Seiten und nur zum eigenen wissenschaftlichen Gebrauch erlaubt. Keine Weitergabe an Dritte. Kein systematisches Downloaden durch Robots. i z 30-07-09 2027 01 DE-105 3328116214 00 --%%-- --%%-- n --%%-- Campuslizenz l01 01-03-10 2050 01 DE-Zi4 3328116230 00 --%%-- --%%-- n --%%-- Elektronischer Volltext - Campuslizenz l01 01-03-10 2148 01 DE-950 3328116257 00 --%%-- eBook Springer --%%-- n Elektronischer Volltext - Campuslizenz l01 14-08-09 23 01 0830 Springer EBook https://doi.org/10.1007/978-3-642-00846-7 60 01 0705 Volltextzugang Campus https://doi.org/10.1007/978-3-642-00846-7 65 01 0003 Volltextzugang Campus https://doi.org/10.1007/978-3-642-00846-7 69 01 0009 https://doi.org/10.1007/978-3-642-00846-7 120 01 0715 http://dx.doi.org/10.1007/978-3-642-00846-7 120 02 0715 http://49gbv-uob-primo.hosted.exlibrisgroup.com/openurl/49GBV_UOB/UOB_services_page?u.ignore_date_coverage=true&rft.mms_id=991016136835303501 285 01 0517 E-books (Springer) https://doi.org/10.1007/978-3-642-00846-7 370 01 4370 E-Book: Zugriff im HCU-Netz. Zugriff von außerhalb nur für HCU-Angehörige möglich https://doi.org/10.1007/978-3-642-00846-7 2050 01 DE-Zi4 http://dx.doi.org/10.1007/978-3-642-00846-7 2148 01 DE-950 http://dx.doi.org/10.1007/978-3-642-00846-7 2027 01 DE-105 00 s ebook 120 00 DE-715 99 ww 285 00 DE-517 00 RB 10038 23 01 0830 2009-05401, 2009-05402, 2009-05403, 2009-05404, 2009-05620, 2009-05940, 2009-05941, 2009-05942, 2009-05943, 2009-05946, 2010-00175 120 01 0715 YH 2020 23 01 0830 olr-springer 60 01 0705 SpringerLink 65 01 0003 OLR-SEB-ZDB-2-EES 69 01 0009 OLR-SEB-ZDB-2-EES 120 01 0715 OLR-ESP 120 02 0715 alma 285 01 0517 OLR-ESP-EES 370 01 4370 olr-springer 23 01 0830 2009.10.29 |
| allfieldsSound |
9783642008467 978-3-642-00846-7 9783642008450 978-3-642-00845-0 10.1007/978-3-642-00846-7 doi (DE-627)1648253571 (DE-576)309706424 (DE-599)BSZ309706424 (OCoLC)698989880 (OCoLC)698989880 (ZBM)1180.86002 (DE-He213)978-3-642-00846-7 (ZBM)1180.86002 DE-627 ger DE-627 rakwb eng XA-DE XA-NL QC801-809 QA927 PHVG bicssc SCI032000 bisacsh RB 10038 rvk (DE-625)rvk/142220:12595 *86-02 msc 86-08 msc 76-02 msc 50.33 bkl 56.20 bkl 38.95 bkl 38.70 bkl Zhao, Chongbin verfasserin aut Dynamic and Transient Infinite Elements Theory and Geophysical, Geotechnical and Geoenvironmental Applications by Chongbin Zhao Berlin, Heidelberg Springer-Verlag Berlin Heidelberg 2009 Online-Ressource (XVI, 259 p, digital) Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Advances in Geophysical and Environmental Mechanics and Mathematics SpringerLink Bücher Includes bibliographical references (p. 247-254) and index Preamble; Acknowledgements; Contents; Nomenclature; Subscripts; Superscripts; 1 Introduction; 2 Theory of Two-Dimensional Dynamic Infinite Elements for Simulating Wave Propagation Problems in Infinite Media; 2.1 Formulation of Two-Dimensional Dynamic Infinite Elements and Wave Input Method; 2.1.1 Formulation of Two-Dimensional Dynamic Infinite Elements; 2.1.2 Wave Input Method for Simulating Wave Scattering Problems in Infinite Media; 2.2 Incident P-wave and SV-wave Reflection Characteristics on a Fixed Boundary; 2.3 Formulation of Generalized Stresses on the Wave Input Boundary 2.3.1 SV-wave Incidence2.3.2 P-wave Incidence; 2.4 Verification of the Proposed Computational Model for Simulating Wave Scattering Problems in Infinite Media; 2.4.1 Wave Reflection on the Surface of an Elastic Half-Plane; 2.4.2 Wave Scattering on the Surface of a Semi-circular Canyon; 2.4.3 Wave Scattering on the Surface of an Embankment Dam; 3 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Dynamic DamWaterFoundation Interaction Problems; 3.1 Simulation of Dynamic Gravity DamWaterFoundation Interaction Systems 3.1.1 Computational Model of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediments3.1.1.1 Computational Simulation of the Water Region; 3.1.1.2 Computational Simulation of the Solid Region; 3.1.1.3 Determination of the Coupling Force between the Water and the Solid Regions; 3.1.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.1 Effects of Sediment Thickness on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences 3.1.2.2 Effects of Sediment Elastic Properties on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences3.1.2.3 Effects of Poisson's Ratios of the Sediment on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.4 Effects of the Sediment Damping Coefficients on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.3 Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences 3.1.3.1 Selection of an Earthquake for the Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences3.1.3.2 Transient Seismic Response of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediment Effects; 3.2 Simulation of Dynamic Embankment DamWaterFoundation Interaction Systems; 3.2.1 Effects of Impervious Member Types on the Dynamic Response of an Embankment Dam--Foundation System; 3.2.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of an Embankment Dam--Foundation System 4 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Wave Scattering Effects under Different Canyon Topographical and Geological Conditions This book presents state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems. This monograph aims to provide a state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems, based on the author’s own work during the last two decades. While the theoretical aspects of either dynamic infinite elements or transient infinite elements are systematically presented, the related application examples are immediately followed to illustrate the usefulness and applicability of these infinite elements for simulating a wide range of dynamic and transient problems involving infinite domains. To broaden the readership of this monograph, common mathematical notations are used to derive the formulations of both dynamic and transient infinite elements. This enables this monograph to be used either as a useful textbook for postgraduate students or as a valuable reference book for computational geoscientists, geotechnical engineers, civil engineers, geoscientists and applied mathematicians. Geography Physical geography Engineering Earth Sciences Geography Physical geography Engineering Thermodynamics Mathematical geography s (DE-588)4020252-5 (DE-627)106318772 (DE-576)208932526 Geophysik gnd s (DE-588)4156771-7 (DE-627)105505900 (DE-576)209829427 Geotechnik gnd s (DE-588)4251569-5 (DE-627)104760761 (DE-576)210515511 Umweltgeologie gnd s (DE-588)4405138-4 (DE-627)194739554 (DE-576)212101110 Infinite-Elemente-Methode gnd s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd DE-101 s (DE-588)4121912-0 (DE-627)10576616X (DE-576)209547189 Wellenausbreitung gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd DE-101 s (DE-588)4185932-7 (DE-627)105283525 (DE-576)210035838 Transportprozess gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd DE-101 s (DE-588)4020252-5 (DE-627)106318772 (DE-576)208932526 Geophysik gnd s (DE-588)4156771-7 (DE-627)105505900 (DE-576)209829427 Geotechnik gnd s (DE-588)4251569-5 (DE-627)104760761 (DE-576)210515511 Umweltgeologie gnd s (DE-588)4405138-4 (DE-627)194739554 (DE-576)212101110 Infinite-Elemente-Methode gnd s (DE-588)4017233-8 (DE-627)106330640 (DE-576)208918914 Finite-Elemente-Methode gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd (DE-627) s (DE-588)4121912-0 (DE-627)10576616X (DE-576)209547189 Wellenausbreitung gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd (DE-627) s (DE-588)4185932-7 (DE-627)105283525 (DE-576)210035838 Transportprozess gnd s (DE-588)7600619-0 (DE-627)559151314 (DE-576)27748166X Mehrskalenmodell gnd (DE-627) 9783642008450 Buchausg. u.d.T. Zhao, Chongbin Dynamic and transient infinite elements Dordrecht : Springer, 2009 XVI, 259 S. (DE-627)594444993 (DE-576)306258072 9783642008450 https://doi.org/10.1007/978-3-642-00846-7 Verlag Volltext http://dx.doi.org/10.1007/978-3-642-00846-7 Resolving-System lizenzpflichtig Volltext https://swbplus.bsz-bw.de/bsz309706424cov.jpg V:DE-576 X:springer image/jpeg 20130327143352 Cover https://zbmath.org/?q=an:1180.86002 B:ZBM 2021-04-12 Verlag Zentralblatt MATH Inhaltstext http://www.gbv.de/dms/bowker/toc/9783642008450.pdf V:DE-601 X:Bowker pdf/application 2011-12-23 Verlag Inhaltsverzeichnis Inhaltsverzeichnis (DE-627)605495556 ZDB-2-EES 2009 GBV_ILN_23 ISIL_DE-830 SYSFLAG_1 GBV_KXP SSG-OPC-MAT GBV_ILN_60 ISIL_DE-705 GBV_ILN_65 ISIL_DE-3 GBV_ILN_69 ISIL_DE-9 GBV_ILN_120 ISIL_DE-715 GBV_ILN_285 ISIL_DE-517 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2027 ISIL_DE-105 GBV_ILN_2050 ISIL_DE-Zi4 GBV_ILN_2148 ISIL_DE-950 GBV ExPruef RB 10038 Stellung, Stand, Wesen, Aufgaben, Methoden, Gliederung der Geografie Geografie Nicht regional gebundene Darstellungen Unterlagen für die gesamte Geografie Aufgaben der Geografie u.ä. 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code="a">Bücher</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Includes bibliographical references (p. 247-254) and index</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">Preamble; Acknowledgements; Contents; Nomenclature; Subscripts; Superscripts; 1 Introduction; 2 Theory of Two-Dimensional Dynamic Infinite Elements for Simulating Wave Propagation Problems in Infinite Media; 2.1 Formulation of Two-Dimensional Dynamic Infinite Elements and Wave Input Method; 2.1.1 Formulation of Two-Dimensional Dynamic Infinite Elements; 2.1.2 Wave Input Method for Simulating Wave Scattering Problems in Infinite Media; 2.2 Incident P-wave and SV-wave Reflection Characteristics on a Fixed Boundary; 2.3 Formulation of Generalized Stresses on the Wave Input Boundary</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">2.3.1 SV-wave Incidence2.3.2 P-wave Incidence; 2.4 Verification of the Proposed Computational Model for Simulating Wave Scattering Problems in Infinite Media; 2.4.1 Wave Reflection on the Surface of an Elastic Half-Plane; 2.4.2 Wave Scattering on the Surface of a Semi-circular Canyon; 2.4.3 Wave Scattering on the Surface of an Embankment Dam; 3 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Dynamic DamWaterFoundation Interaction Problems; 3.1 Simulation of Dynamic Gravity DamWaterFoundation Interaction Systems</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">3.1.1 Computational Model of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediments3.1.1.1 Computational Simulation of the Water Region; 3.1.1.2 Computational Simulation of the Solid Region; 3.1.1.3 Determination of the Coupling Force between the Water and the Solid Regions; 3.1.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.1 Effects of Sediment Thickness on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">3.1.2.2 Effects of Sediment Elastic Properties on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences3.1.2.3 Effects of Poisson's Ratios of the Sediment on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.2.4 Effects of the Sediment Damping Coefficients on the Dynamic Response of Concrete Gravity Dams due to Unit Harmonic Wave Incidences; 3.1.3 Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">3.1.3.1 Selection of an Earthquake for the Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences3.1.3.2 Transient Seismic Response of a Concrete Gravity Dam--Water--Foundation System Including Reservoir Bottom Sediment Effects; 3.2 Simulation of Dynamic Embankment DamWaterFoundation Interaction Systems; 3.2.1 Effects of Impervious Member Types on the Dynamic Response of an Embankment Dam--Foundation System; 3.2.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of an Embankment Dam--Foundation System</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">4 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Wave Scattering Effects under Different Canyon Topographical and Geological Conditions</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">This book presents state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">This monograph aims to provide a state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems, based on the author’s own work during the last two decades. While the theoretical aspects of either dynamic infinite elements or transient infinite elements are systematically presented, the related application examples are immediately followed to illustrate the usefulness and applicability of these infinite elements for simulating a wide range of dynamic and transient problems involving infinite domains. To broaden the readership of this monograph, common mathematical notations are used to derive the formulations of both dynamic and transient infinite elements. 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Introduction … Theory of Two-Dimensional Dynamic Infinite Elements for Simulating Wave Propagation … Problems in Infinite Media Formulation of Two-Dimensional Dynamic Infinite Elements and Wave Input Method … Formulation of Two-Dimensional Dynamic Infinite Elements … Wave Input Method for Simulating Wave Scattering Problems in Infinite Media … Incident P-wave and SV-wave Reflection Characteristics on a Fixed Boundary … Formulation of Generalized Stresses on the Wave Input Boundary … SV-wave Incidence … P-wave Incidence … Verification of the Proposed Computational Model for Simulating Wave Scattering Problems in Infinite Media … Wave Reflection on the Surface of an Elastic Half-Plane … Wave Scattering on the Surface of a Semi-circular Canyon … Wave Scattering on the Surface of an Embankment Dam … Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Dynamic Dam-Water-Foundation Interaction Problems … Simulation of Dynamic Gravity Dam-Water-Foundation Interaction Systems … Computational Model of a Concrete Gravity Dam-Water-Foundation System Including Reservoir Bottom Sediments … Effects of Reservoir Bottom Sediments on the Dynamic Response of Concrete Gravity Dams … due to Unit Harmonic Wave Incidences Transient Response of Concrete Gravity Dams due to Earthquake Wave Incidences … Simulation of Dynamic Embankment Dam-Water-Foundation Interaction Systems … Effects of Impervious Member Types on the Dynamic Response of an Embankment Dam-Foundation System … Effects of Reservoir Bottom Sediments on the Dynamic Response of an Embankment Dam-Foundation System … Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Wave Scattering Effects under Different Canyon Topographical and Geological Conditions … Simulation of Infinite Domain of a Canyon … Effects of Canyon Topographical Conditions on the Ground Motions due to Harmonic Wave … Incidences Free-Field Motions along V-shaped Canyons due to Harmonic Wave Incidences … Free-Field Motions along Trapezoidal Canyons due to Harmonic Wave Incidences … Effects of Canyon Geological Conditions on Ground Motions due to Harmonic Wave Incidences … Effects of Canyon Topographical Conditions on Ground Motions due to Seismic wave Incidences … Free-Field Motions along V-shaped Canyons due to Seismic Wave Incidences … Free-Field Motions along Trapezoidal Canyons due to Seismic Wave Incidences … Effects of Canyon Geological Conditions on Ground Motions due to Seismic Wave Incidences … Theory of Three-Dimensional Dynamic Infinite Elements for Simulating Wave Propagation Problems in Infinite Media … Coupled Computational Model for Simulating Three-Dimensional Wave Propagation Problems in Infinite Foundations of Structures … Formulation of Three-Dimensional Dynamic Infinite Elements … Mapping Functions of Three-Dimensional Dynamic Infinite Elements … Displacement Shape Functions of Three-Dimensional Dynamic Infinite Elements … Mass and Stiffness Matrices of Three-Dimensional Dynamic Infinite Elements … Verification of Three-Dimensional Dynamic Infinite Elements … Application of Three-Dimensional Dynamic Infinite Elements: Simulation of Dynamic Structure-Foundation Interaction Problems … Numerical Simulation of Plate Foundation Vibration on a Visco-elastic Half-Space … Dynamic Response of a Square Plate on a Visco-elastic Half-Space under Harmonic Loading … Dynamic Response of a Square Plate on a Layered Visco-elastic Half-Space under Harmonic Loading … Numerical Simulation of the Dynamic Response of a Framed Structure-Raft Foundation-Underlying Soil/Rock System … Numerical Simulation of a Three-Dimensional Framed Structure-Raft Foundation-Underlying Soil/Rock System … Effects of Raft Foundation Flexibility on the Dynamic Response of a Three-Dimensional Framed Structure … Effects of Underlying Soil/Rock on the Dynamic Response of a Three-Dimensional Framedp. … Structure Theory of Transient Infinite Elements for Simulating Pore-Fluid Flow and Heat Transfer in Porous Media of Infinite Domains … Fundamental Theory of Transient Infinite Elements for Simulating Pore-Fluid Flow Problems in Fluid-Saturated Porous Media of Infinite Domains … Derivation of the Hydraulic Head Distribution Functions of Transient Infinite Elements … Derivation of the Property Matrices of Two-Dimensional Transient Infinite Elements for Simulating Proe-Fluid Flow Problems … Fundamental Theory of Transient Infinite Elements for Simulating Heat Transfer Problems in Fluid-Saturated Porous Media of Infinite Domains … Derivation of the Heat Transfer Functions of Transient Infinite Elements … Derivation of the Property Matrices of Two-Dimensional Transient Infinite Elements for Simulating Heat Transfer Problems … Verification of Transient Infinite Elements for Simulating Pore-Fluid Flow and Heat Transfer Problems in Fluid-Saturated Porous Media of Infinite Domains … Verification of Transient Infinite Elements for Simulating a Pore-Fluid Flow Problems in the Fluid-Saturated Porous Medium of an Infinite Domain … Verification of Transient Infinite Elements for Simulating a Heat Transfer Problem in the Fluid-Saturated Porous Medium of an Infinite Domain … Theory and Application of Transient Infinite Elements for Simulating Contaminant Transport Problems in Fractured Porous Media of Infinite Domains … Coupled Computational Method of Finite Elements and Transient Infinite Elements for … Simulating Transient Contaminant Transport Problems in Fractured Porous Media of Infinite Domains Upwind Finite Elements Formulation of the Problem … Fundamental Formulas of Mapped Transient Infinite Elements for Simulating Transient Contaminant Transport Problems … Verification of the Coupled Computational Method of Upwind Finite Elements and Transient Infinite Elements … Parametric Study of Transient Contaminant Transport Problems in Fractured Porous Media of Infinite Domains … Effects of the Leakage between a Porous Block and a Fissured Network on Contaminant … Concentration Distributions in the Fractured Porous Medium Effects of Medium Porosities on Contaminant Concentration Distributions in the Porous Block and Fissured Network … Effects of Pore-Fluid Advection on Contaminant Concentration Distributions in the Porous Block and Fissured Network … Effects of Solute Dispersion on Contaminant Concentration Distributions in the Porous Block and Fissured Network … Summary Statements … References … Index … |
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code="a">Bücher</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">Includes bibliographical references (p. 247-254) and index</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">Preamble; Acknowledgements; Contents; Nomenclature; Subscripts; Superscripts; 1 Introduction; 2 Theory of Two-Dimensional Dynamic Infinite Elements for Simulating Wave Propagation Problems in Infinite Media; 2.1 Formulation of Two-Dimensional Dynamic Infinite Elements and Wave Input Method; 2.1.1 Formulation of Two-Dimensional Dynamic Infinite Elements; 2.1.2 Wave Input Method for Simulating Wave Scattering Problems in Infinite Media; 2.2 Incident P-wave and SV-wave Reflection Characteristics on a Fixed Boundary; 2.3 Formulation of Generalized Stresses on the Wave Input Boundary</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">2.3.1 SV-wave Incidence2.3.2 P-wave Incidence; 2.4 Verification of the Proposed Computational Model 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Simulation of Dynamic Embankment DamWaterFoundation Interaction Systems; 3.2.1 Effects of Impervious Member Types on the Dynamic Response of an Embankment Dam--Foundation System; 3.2.2 Effects of Reservoir Bottom Sediments on the Dynamic Response of an Embankment Dam--Foundation System</subfield></datafield><datafield tag="505" ind1="8" ind2="0"><subfield code="a">4 Application of Two-Dimensional Dynamic Infinite Elements: Simulation of Wave Scattering Effects under Different Canyon Topographical and Geological Conditions</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">This book presents state-of-the-art theory and the application of dynamic and transient infinite elements for simulating the far fields of infinite domains involved in many of scientific and engineering problems.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">This monograph aims to provide a state-of-the-art theory and the application of dynamic and 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