Introduction to computational earthquake engineering/ (Record no. 153706)
[ view plain ]
000 -LEADER | |
---|---|
fixed length control field | 00334nam a2200121Ia 4500 |
040 ## - CATALOGING SOURCE | |
Transcribing agency | CUS |
082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
Classification number | 551.22 |
Item number | HOR/I |
100 ## - MAIN ENTRY--PERSONAL NAME | |
Personal name | Hori, Muneo |
245 #0 - TITLE STATEMENT | |
Title | Introduction to computational earthquake engineering/ |
Statement of responsibility, etc. | Muneo Hori |
260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
Place of publication, distribution, etc. | London: |
Name of publisher, distributor, etc. | Imperial College, |
Date of publication, distribution, etc. | 2006. |
300 ## - PHYSICAL DESCRIPTION | |
Extent | x, 330 p. |
Other physical details | ill.; |
Dimensions | 25 cm. |
505 ## - FORMATTED CONTENTS NOTE | |
Formatted contents note | 1 Solid Continuum Mechanics 3 --<br/>1.1 Spring Problem 4 --<br/>1.2 Pole Problem 5 --<br/>1.3 Continuum Problem 7 --<br/>2 Finite Element Method 13 --<br/>2.1 Overview of FEM 14 --<br/>2.2 Discretization of Function 17 --<br/>2.3 Formulation of FEM 19 --<br/>2.4 Major Numerical Techniques Used in FEM 23 --<br/>2.4.1 Shape function 23 --<br/>2.4.2 Isoparametric element 24 --<br/>2.4.3 Gauss integral 25 --<br/>2.5 Algorithm Used to Solve A Matrix Equation of FEM 26 --<br/>2.5.1 Direct solvers 27 --<br/>2.5.2 Iterative solvers 28 --<br/>2.5.3 Algorithms used to solve a non-linear equation 30 --<br/>3 Stochastic Modeling 33 --<br/>3.1 Formulation of A Stochastic Variational Problem 34 --<br/>3.2 Analysis Methods of A Stochastic Variational Problem 37 --<br/>3.2.1 Bounding medium analysis 37 --<br/>3.2.2 Spectral method 39 --<br/>II Strong Ground Motion 43 --<br/>4 The Wave Equation for Solids 45 --<br/>4.1 Basics of the Wave Equation 46 --<br/>4.2 Analytic Solutions of Particular Wave Problems 50 --<br/>4.2.1 Out-of-plane shear wave 51 --<br/>4.2.2 In-plane wave 55 --<br/>4.2.3 Plane wave in three-dimensional setting 58 --<br/>4.3 Numerical Analysis of the Wave Equation 60 --<br/>4.3.1 Algorithms used for time integration 61 --<br/>4.3.2 Stability of time integration 63 --<br/>5 Analysis of Strong Ground Motion 65 --<br/>5.1 Stochastic Modeling of Underground Structures 66 --<br/>5.2 Bounding Medium Theory 67 --<br/>5.3 Singular Perturbation Expansion 70 --<br/>5.4 Formulation of Macro-Micro Analysis Method 72 --<br/>5.5 Verification of Macro-Micro Analysis Method 75 --<br/>5.5.1 Validation of bounding medium theory 75 --<br/>5.5.2 Validation of singular perturbation expansion 79 --<br/>5.5.3 Validation of macro-micro analysis method 83 --<br/>6 Simulation of Strong Ground Motion 89 --<br/>6.1 Summary of Macro-Micro Analysis Method 91 --<br/>6.2 VFEM for Macro-Analysis and Micro-Analysis 92 --<br/>6.2.1 VFEM 93 --<br/>6.2.2 VFEM for macro-analysis 94 --<br/>6.2.3 VFEM for micro-analysis 98 --<br/>6.2.4 Link from macro-analysis to micro-analysis 101 --<br/>6.3 Simulation of Actual Earthquakes 102 --<br/>6.3.1 Modeling 103 --<br/>6.3.2 Comparison of synthesized waveform with observed waveform 107 --<br/>6.3.3 Distribution of simulated strong ground motion 108 --<br/>6.3.4 The comparison of three-dimensional analysis and one-dimensional analysis 113 --<br/>III Faulting 119 --<br/>7 Elasto-Plasticity and Fracture Mechanics 121 --<br/>7.1 Numerical Analysis of Failure 121 --<br/>7.2 Elasto-Plasticity 123 --<br/>7.3 Fracture Mechanics 126 --<br/>8 Analysis of Faulting 131 --<br/>8.1 NL-SSFEM 135 --<br/>8.1.1 SSFEM 135 --<br/>8.1.2 NL-SSFEM 137 --<br/>8.1.3 Bounding medium approximation 138 --<br/>8.1.4 Formulation of NL-SSFEM 140 --<br/>8.2 Numerical Algorithms of NL-SSFEM 142 --<br/>8.2.1 Matrix Jacobi method 142 --<br/>8.2.2 Standardized KL expansion 143 --<br/>8.2.3 Numerical perturbation during analysis of stochastic model 144 --<br/>8.3 Validation of NL-SSFEM Simulation 146 --<br/>8.4 Example of Fault Simulation of NL-SSFEM 150 --<br/>9 Simulation of Faulting 159 --<br/>9.1 Problem Setting for Fault Simulation 160 --<br/>9.1.1 Input data 160 --<br/>9.1.2 Output results 162 --<br/>9.2 Reproduction of Model Experiments 163 --<br/>9.2.1 Simulation of two-dimensional model experiment 163 --<br/>9.2.2 Simulation of three-dimensional model experiment 168 --<br/>9.3 Simulation of Actual Faults 179 --<br/>9.3.1 Simulation of the Nojima Fault 179 --<br/>9.3.2 Parametric study of stochastic parameters 186 --<br/>9.3.3 Simulation of the Chelungpu Fault 189 --<br/>10 BEM Simulation of Faulting 195 --<br/>10.1 Problem Setting for Fault Simulation 196 --<br/>10.1.1 Perturbation expansion of field variables with respect to crack extension 198 --<br/>10.1.2 Crack driving forces 199 --<br/>10.1.3 Solution of crack path problem 202 --<br/>10.2 Formulation of Boundary Element Method 204 --<br/>10.3 Verification of Analysis Method 206 --<br/>10.3.1 Use of analytic solution 206 --<br/>10.3.2 Use of numerical computation 209 --<br/>10.4 Reproduction of Model Experiments 215 --<br/>10.4.1 Simulation of model experiment of [Bray et al. (1994)] 216 --<br/>10.4.2 Simulation of model experiment of [Tani (1994)] 217 --<br/>IV Advanced Topics 221 --<br/>11 Integrated Earthquake Simulation 223 --<br/>11.1 System of Integrated Earthquake Simulation 224 --<br/>11.2 GIS 228 --<br/>11.3 Construction of Computer Model 228 --<br/>11.3.1 Construction of ground structure model 229 --<br/>11.3.2 Construction of residential building model 232 --<br/>11.4 Example of Integrated Earthquake Simulation 235 --<br/>11.4.1 Modeling 235 --<br/>11.4.2 Strong ground motion simulation 236 --<br/>11.4.3 Structure response simulation 240 --<br/>12 Unified Visualization of Earthquake Simulation 243 --<br/>12.1 System for Unified Visualization 245 --<br/>12.1.1 Mediator 246 --<br/>12.1.2 Mediator maker 249 --<br/>12.2 IES for Unified Visualization 250 --<br/>12.3 Example of Unified Visualization 255 --<br/>13 Standardization of Earthquake Resistant Design 259 --<br/>13.1 Standardization of Description Style 260 --<br/>13.2 Description of Flow Chart in Terms of Object 261 --<br/>13.2.1 Reconstruction of a flow chart for general earthquake resistant designs 262 --<br/>13.2.2 Reconstruction of a flow chart for actual earthquake resistant design code 267 --<br/>13.3 Example of Standardization 271 --<br/>Appendix A Earthquake Mechanisms 279 --<br/>A.1 Plate Tectonics and Active Faults 279 --<br/>A.2 Earthquake as Wave Propagation 284 --<br/>A.2.1 Determination of input strong ground motion according to earthquake scenario 285 --<br/>A.2.2 Soil-structure interaction 287 --<br/>Appendix B Analytical Mechanics 289 --<br/>Appendix C Numerical Techniques of Solving Wave Equation 293 --<br/>C.1 Explicit Method and Implicit Method 294 --<br/>C.2 Analysis of Wave Equation Using FEM 296 --<br/>C.3 Absorption Boundary 299 --<br/>Appendix D Unified Modeling Language 303. |
650 ## - SUBJECT | |
Keyword | Earthquake engineering -- Mathematics. |
650 ## - SUBJECT | |
Keyword | Analyse numérique. |
650 ## - SUBJECT | |
Keyword | Génie parasismique -- Modèles mathématiques. |
942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
Koha item type | General Books |
Withdrawn status | Lost status | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Full call number | Accession number | Date last seen | Koha item type |
---|---|---|---|---|---|---|---|---|---|---|---|
Central Library, Sikkim University | Central Library, Sikkim University | General Book Section | 28/08/2016 | 551.22 HOR/I | P08487 | 28/08/2016 | General Books |