| Preface |
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| Preface for Second Edition |
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ix | |
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1 | (48) |
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1 Solid Continuum Mechanic |
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3 | (10) |
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4 | (2) |
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6 | (2) |
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8 | (5) |
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13 | (24) |
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14 | (4) |
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2.2 Discretisation of Function |
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18 | (3) |
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21 | (3) |
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2.4 Major Numerical Techniques Used in FEM |
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24 | (4) |
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25 | (1) |
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2.4.2 Isoparametric element |
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26 | (1) |
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27 | (1) |
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2.5 Algorithm Used to Solve A Matrix Equation of FEM |
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28 | (9) |
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29 | (2) |
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31 | (2) |
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2.5.3 Algorithms used to solve a non-linear equation |
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33 | (4) |
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37 | (12) |
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3.1 Formulation of A Stochastic Variational Problem |
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38 | (3) |
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3.2 Analysis Methods of A Stochastic Variational Problem |
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41 | (8) |
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3.2.1 Bounding medium analysis |
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42 | (2) |
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44 | (5) |
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Part II Strong Ground Motion |
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49 | (86) |
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4 The Wave Equation for Solids |
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51 | (24) |
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4.1 Basics of the Wave Equation |
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52 | (5) |
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4.2 Analytic Solutions of Particular Wave Problems |
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57 | (12) |
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4.2.1 Out-of-plane shear wave |
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58 | (4) |
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62 | (4) |
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4.2.3 Plane wave in three-dimensional setting |
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66 | (3) |
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4.3 Numerical Analysis of the Wave Equation |
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69 | (6) |
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4.3.1 Algorithms used for time integration |
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70 | (2) |
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4.3.2 Stability of time integration |
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72 | (3) |
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5 Analysis of Strong Ground Motion |
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75 | (26) |
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5.1 Stochastic Modeling of Underground Structures |
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76 | (2) |
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5.2 Bounding Medium Theory |
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78 | (3) |
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5.3 Singular Perturbation Expansion |
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81 | (2) |
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5.4 Formulation of Macro-Micro Analysis Method |
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83 | (3) |
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5.5 Verification of Macro-Micro Analysis Method |
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86 | (15) |
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5.5.1 Validation of bounding medium theory |
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87 | (4) |
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5.5.2 Validation of singular perturbation expansion |
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91 | (5) |
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5.5.3 Validation of macro-micro analysis method |
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96 | (5) |
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6 Simulation of Strong Ground Motion |
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101 | (34) |
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6.1 Summary of Macro-Micro Analysis Method |
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103 | (2) |
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6.2 VFEM for Macro-Analysis and Micro-Analysis |
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105 | (12) |
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106 | (1) |
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6.2.2 VFEM for macro-analysis |
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107 | (4) |
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6.2.3 VFEM for micro-analysis |
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111 | (4) |
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6.2.4 Link from macro-analysis to micro-analysis |
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115 | (2) |
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6.3 Simulation of Actual Earthquakes |
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117 | (18) |
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117 | (5) |
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6.3.2 Comparison of synthesised waveform with observed waveform |
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122 | (1) |
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6.3.3 Distribution of simulated strong ground motion |
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123 | (7) |
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6.3.4 The comparison of three-dimensional analysis and one-dimensional analysis |
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130 | (5) |
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135 | (116) |
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7 Elasto-Plasticity and Fracture Mechanics |
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137 | (10) |
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7.1 Numerical Analysis of Failure |
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137 | (2) |
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139 | (3) |
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142 | (5) |
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147 | (32) |
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152 | (8) |
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152 | (3) |
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155 | (1) |
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8.1.3 Bounding medium approximation |
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156 | (2) |
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8.1.4 Formulation of NL-SSFEM |
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158 | (2) |
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8.2 Numerical Algorithms of NL-SSFEM |
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160 | (5) |
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8.2.1 Matrix Jacobi method |
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161 | (1) |
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8.2.2 Standardised KL expansion |
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162 | (1) |
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8.2.3 Numerical perturbation during analysis of stochastic model |
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163 | (2) |
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8.3 Validation of NL-SSFEM Simulation |
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165 | (5) |
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8.4 Example of Fault Simulation of NL-SSFEM |
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170 | (9) |
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179 | (42) |
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9.1 Problem Setting for Fault Simulation |
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180 | (4) |
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181 | (1) |
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182 | (2) |
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9.2 Reproduction of Model Experiments |
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184 | (18) |
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9.2.1 Simulation of two-dimensional model experiment |
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184 | (6) |
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9.2.2 Simulation of three-dimensional model experiment |
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190 | (12) |
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9.3 Simulation of Actual Faults |
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202 | (19) |
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9.3.1 Simulation of the Nojima Fault |
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203 | (8) |
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9.3.2 Parametric study of stochastic parameters |
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211 | (3) |
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9.3.3 Simulation of the Chelungpu Fault |
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214 | (7) |
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10 BEM Simulation of Faulting |
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221 | (30) |
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10.1 Problem Setting for Fault Simulation |
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223 | (8) |
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10.1.1 Perturbation expansion of field variables with respect to crack extension |
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224 | (2) |
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10.1.2 Crack driving forces |
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226 | (3) |
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10.1.3 Solution of crack path problem |
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229 | (2) |
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10.2 Formulation of Boundary Element Method |
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231 | (3) |
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10.3 Verification of Analysis Method |
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234 | (10) |
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10.3.1 Use of analytic solution |
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234 | (4) |
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10.3.2 Use of numerical computation |
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238 | (6) |
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10.4 Reproduction of Model Experiments |
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244 | (7) |
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10.4.1 Simulation of model experiment of [ Bray et al. (1994)] |
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245 | (3) |
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10.4.2 Simulation of model experiment of [ Tani (1994)] |
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248 | (3) |
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251 | (108) |
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11 Integrated Earthquake Simulation |
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253 | (24) |
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11.1 System of Integrated Earthquake Simulation |
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254 | (4) |
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258 | (2) |
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11.3 Construction of Computer Model |
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260 | (7) |
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11.3.1 Construction of ground structure model |
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260 | (4) |
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11.3.2 Construction of residential building model |
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264 | (3) |
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11.4 Example of Integrated Earthquake Simulation |
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267 | (10) |
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268 | (2) |
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11.4.2 Strong ground motion simulation |
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270 | (3) |
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11.4.3 Structure response simulation |
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273 | (4) |
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12 Unified Visualisation of Earthquake Simulation |
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277 | (18) |
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12.1 System for Unified Visualisation |
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279 | (6) |
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280 | (3) |
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283 | (2) |
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12.2 IES for Unified Visualisation |
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285 | (5) |
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12.3 Example of Unified Visualisation |
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290 | (5) |
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13 Standardisation of Earthquake Resistant Design |
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295 | (22) |
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13.1 Standardisation of Description Style |
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296 | (2) |
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13.2 Description of Flow Chart in Terms of Object |
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298 | (13) |
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13.2.1 Reconstruction of flow chart for general earthquake resistant designs |
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298 | (7) |
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13.2.2 Reconstruction of flow chart for actual earthquake resistant design code |
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305 | (6) |
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13.3 Example of Standardisation |
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311 | (6) |
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14 Multi-Agent Simulation for Evacuation Process Analysis |
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317 | (42) |
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14.1 Evacuation Process Analysis |
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318 | (1) |
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14.2 Numerical Methods for Evacuation Process Analysis |
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319 | (3) |
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14.2.1 Simulation of physical model |
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320 | (1) |
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320 | (1) |
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14.2.3 MAS (Multi-Agent Simulation) |
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321 | (1) |
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14.3 Design of Agent and Environment for Multi-Agent Simulation |
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322 | (4) |
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14.4 Measurement of Individual Walking Speed by Image Analysis |
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326 | (8) |
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14.4.1 Walking speed distribution in crowded situation |
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327 | (3) |
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14.4.2 Individual speed escaping from tsunami |
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330 | (1) |
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14.4.3 Individual speed evacuating during earthquake |
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331 | (3) |
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14.5 Construction of Environment Using Digital Data |
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334 | (8) |
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14.5.1 Methodology of automatic data conversion |
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335 | (1) |
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14.5.2 Automatic data conversion for GIS |
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336 | (1) |
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14.5.3 Example of automatic data conversion for GIS |
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337 | (1) |
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14.5.4 Automatic data conversion for CAD data |
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338 | (2) |
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14.5.5 Example of automatic data conversion of CAD data |
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340 | (2) |
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14.6 Examples of Multi-Agent Simulation for Evacuation Process Analysis |
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342 | (17) |
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343 | (4) |
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347 | (5) |
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14.6.3 Underground shopping mall |
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352 | (7) |
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Appendix A Earthquake Mechanisms |
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359 | (12) |
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A.1 Plate Tectonics and Active Faults |
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359 | (7) |
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A.2 Earthquake as Wave Propagation |
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366 | (5) |
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A.2.1 Determination of input strong ground motion according to earthquake scenario |
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366 | (2) |
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A.2.2 Soil-structure interaction |
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368 | (3) |
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Appendix B Analytical Mechanics |
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371 | (4) |
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Appendix C Numerical Techniques of Solving Wave Equation |
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375 | (12) |
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C.1 Explicit Method and Implicit Method |
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376 | (3) |
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C.2 Analysis of Wave Propagation Using FEM |
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379 | (3) |
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382 | (5) |
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Appendix D Unified Modeling Language |
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387 | (6) |
| Bibliography |
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393 | (22) |
| Index |
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415 | |