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E-raamat: Introduction to Computational Earthquake Engineering 2nd Revised edition [World Scientific e-raamat]

(Univ Of Tokyo, Japan & Japan Agency For Marine-earth Science And Technology, Japan)
  • Formaat: 440 pages
  • Ilmumisaeg: 03-Jun-2011
  • Kirjastus: Imperial College Press
  • ISBN-13: 9781848163997
Teised raamatud teemal:
  • World Scientific e-raamat
  • Hind: 151,54 €*
  • * hind, mis tagab piiramatu üheaegsete kasutajate arvuga ligipääsu piiramatuks ajaks
Introduction to Computational Earthquake Engineering 2nd Revised editionSuurem pilt
  • Formaat: 440 pages
  • Ilmumisaeg: 03-Jun-2011
  • Kirjastus: Imperial College Press
  • ISBN-13: 9781848163997
Teised raamatud teemal:
World Scientific e-raamatudRohkem infot World Scientific e-raamatute kohta
Raamatu kodulehekülg: http://www.worldscientific.com/worldscibooks/10.1142/P644#t=toc
Introduction to Computational Earthquake Engineering covers solid continuum mechanics, finite element method and stochastic modeling comprehensively, with the second and third chapters explaining the numerical simulation of strong ground motion and faulting, respectively. Stochastic modeling is used for uncertain underground structures, and advanced analytical methods for linear and non-linear stochastic models are presented. The verification of these methods by comparing the simulation results with observed data is then presented, and examples of numerical simulations which apply these methods to practical problems are generously provided. Furthermore three advanced topics of computational earthquake engineering are covered, detailing examples of applying computational science technology to earthquake engineering problems.
Preface v
Preface for Second Edition ix
Part I. Preliminaries 1(48)
1 Solid Continuum Mechanic
3(10)
1.1 Spring Problem
4(2)
1.2 Pole Problem
6(2)
1.3 Continuum Problem
8(5)
2 Finite Element Method
13(24)
2.1 Overview of FEM
14(4)
2.2 Discretisation of Function
18(3)
2.3 Formulation of FEM
21(3)
2.4 Major Numerical Techniques Used in FEM
24(4)
2.4.1 Shape function
25(1)
2.4.2 Isoparametric element
26(1)
2.4.3 Gauss integral
27(1)
2.5 Algorithm Used to Solve A Matrix Equation of FEM
28(9)
2.5.1 Direct solvers
29(2)
2.5.2 Iterative solvers
31(2)
2.5.3 Algorithms used to solve a non-linear equation
33(4)
3 Stochastic Modeling
37(12)
3.1 Formulation of A Stochastic Variational Problem
38(3)
3.2 Analysis Methods of A Stochastic Variational Problem
41(10)
3.2.1 Bounding medium analysis
42(2)
3.2.2 Spectral method
44(5)
Part II. Strong Ground Motion 49(86)
4 The Wave Equation for Solids
51(24)
4.1 Basics of the Wave Equation
52(5)
4.2 Analytic Solutions of Particular Wave Problems
57(12)
4.2.1 Out-of-plane shear wave
58(4)
4.2.2 In-plane wave
62(4)
4.2.3 Plane wave in three-dimensional setting
66(3)
4.3 Numerical Analysis of the Wave Equation
69(6)
4.3.1 Algorithms used for time integration
70(2)
4.3.2 Stability of time integration
72(3)
5 Analysis of Strong Ground Motion
75(26)
5.1 Stochastic Modeling of Underground Structures
76(2)
5.2 Bounding Medium Theory
78(3)
5.3 Singular Perturbation Expansion
81(2)
5.4 Formulation of Macro-Micro Analysis Method
83(3)
5.5 Verification of Macro-Micro Analysis Method
86(15)
5.5.1 Validation of bounding medium theory
87(4)
5.5.2 Validation of singular perturbation expansion
91(5)
5.5.3 Validation of macro-micro analysis method
96(5)
6 Simulation of Strong Ground Motion
101(34)
6.1 Summary of Macro-Micro Analysis Method
103(2)
6.2 VFEM for Macro-Analysis and Micro-Analysis
105(12)
6.2.1 VFEM
106(1)
6.2.2 VFEM for macro-analysis
107(4)
6.2.3 VFEM for micro-analysis
111(4)
6.2.4 Link from macro-analysis to micro-analysis
115(2)
6.3 Simulation of Actual Earthquakes
117(20)
6.3.1 Modeling
117(5)
6.3.2 Comparison of synthesised waveform with observed waveform
122(1)
6.3.3 Distribution of simulated strong ground motion
123(7)
6.3.4 The comparison of three-dimensional analysis and one-dimensional analysis
130(5)
Part III. Faulting 135(116)
7 Elasto-Plasticity and Fracture Mechanics
137(10)
7.1 Numerical Analysis of Failure
137(2)
7.2 Elasto-Plasticity
139(3)
7.3 Fracture Mechanics
142(5)
8 Analysis of Faulting
147(32)
8.1 NL-SSFEM
152(8)
8.1.1 SSFEM
152(3)
8.1.2 NL-SSFEM
155(1)
8.1.3 Bounding medium approximation
156(2)
8.1.4 Formulation of NL-SSFEM
158(2)
8.2 Numerical Algorithms of NL-SSFEM
160(5)
8.2.1 Matrix Jacobi method
161(1)
8.2.2 Standardised KL expansion
162(1)
8.2.3 Numerical perturbation during analysis of stochastic model
163(2)
8.3 Validation of NL-SSFEM Simulation
165(5)
8.4 Example of Fault Simulation of NL-SSFEM
170(9)
9 Simulation of Faulting
179(42)
9.1 Problem Setting for Fault Simulation
180(4)
9.1.1 Input data
181(1)
9.1.2 Output results
182(2)
9.2 Reproduction of Model Experiments
184(18)
9.2.1 Simulation of two-dimensional model experiment
184(6)
9.2.2 Simulation of three-dimensional model experiment
190(12)
9.3 Simulation of Actual Faults
202(19)
9.3.1 Simulation of the Nojima Fault
203(8)
9.3.2 Parametric study of stochastic parameters
211(3)
9.3.3 Simulation of the Chelungpu Fault
214(7)
10 BEM Simulation of Faulting
221(30)
10.1 Problem Setting for Fault Simulation
223(8)
10.1.1 Perturbation expansion of field variables with respect to crack extension
224(2)
10.1.2 Crack driving forces
226(3)
10.1.3 Solution of crack path problem
229(2)
10.2 Formulation of Boundary Element Method
231(3)
10.3 Verification of Analysis Method
234(10)
10.3.1 Use of analytic solution
234(4)
10.3.2 Use of numerical computation
238(6)
10.4 Reproduction of Model Experiments
244(9)
10.4.1 Simulation of model experiment of [ Bray et al. (1994)]
245(3)
10.4.2 Simulation of model experiment of [ Tani (1994)]
248(3)
Part IV. Advanced Topics 251(108)
11 Integrated Earthquake Simulation
253(24)
11.1 System of Integrated Earthquake Simulation
254(4)
11.2 GIS
258(2)
11.3 Construction of Computer Model
260(7)
11.3.1 Construction of ground structure model
260(4)
11.3.2 Construction of residential building model
264(3)
11.4 Example of Integrated Earthquake Simulation
267(10)
11.4.1 Modeling
268(2)
11.4.2 Strong ground motion simulation
270(3)
11.4.3 Structure response simulation
273(4)
12 Unified Visualisation of Earthquake Simulation
277(18)
12.1 System for Unified Visualisation
279(6)
12.1.1 Mediator
280(3)
12.1.2 Mediator maker
283(2)
12.2 IES for Unified Visualisation
285(5)
12.3 Example of Unified Visualisation
290(5)
13 Standardisation of Earthquake Resistant Design
295(22)
13.1 Standardisation of Description Style
296(2)
13.2 Description of Flow Chart in Terms of Object
298(13)
13.2.1 Reconstruction of flow chart for general earthquake resistant designs
298(7)
13.2.2 Reconstruction of flow chart for actual earthquake resistant design code
305(6)
13.3 Example of Standardisation
311(6)
14 Multi-Agent Simulation for Evacuation Process Analysis
317(42)
14.1 Evacuation Process Analysis
318(1)
14.2 Numerical Methods for Evacuation Process Analysis
319(3)
14.2.1 Simulation of physical model
320(1)
14.2.2 Cellular automata
320(1)
14.2.3 MAS (Multi-Agent Simulation)
321(1)
14.3 Design of Agent and Environment for Multi-Agent Simulation
322(4)
14.4 Measurement of Individual Walking Speed by Image Analysis
326(8)
14.4.1 Walking speed distribution in crowded situation
327(3)
14.4.2 Individual speed escaping from tsunami
330(1)
14.4.3 Individual speed evacuating during earthquake
331(3)
14.5 Construction of Environment Using Digital Data
334(8)
14.5.1 Methodology of automatic data conversion
335(1)
14.5.2 Automatic data conversion for GIS
336(1)
14.5.3 Example of automatic data conversion for GIS
337(1)
14.5.4 Automatic data conversion for CAD data
338(2)
14.5.5 Example of automatic data conversion of CAD data
340(2)
14.6 Examples of Multi-Agent Simulation for Evacuation Process Analysis
342(24)
14.6.1 Road network
343(4)
14.6.2 Subway station
347(5)
14.6.3 Underground shopping mall
352(7)
Appendix A. Earthquake Mechanisms 359(12)
A.1 Plate Tectonics and Active Faults
359(7)
A.2 Earthquake as Wave Propagation
366(9)
A.2.1 Determination of input strong ground motion according to earthquake scenario
366(2)
A.2.2 Soil-structure interaction
368(3)
Appendix B. Analytical Mechanics 371(4)
Appendix C. Numerical Techniques of Solving Wave Equation 375(12)
C.1 Explicit Method and Implicit Method
376(3)
C.2 Analysis of Wave Propagation Using FEM
379(3)
C.3 Absorption Boundary
382(5)
Appendix D. Unified Modeling Language 387(6)
Bibliography 393(22)
Index 415
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