Preface |
|
vii | |
Acknowledgments |
|
ix | |
About the Author |
|
xi | |
Introduction |
|
xiii | |
|
1 Introduction to wavelets |
|
|
1 | (24) |
|
|
1 | (1) |
|
|
2 | (3) |
|
|
5 | (4) |
|
|
9 | (10) |
|
1.5 A brief review of wavelet properties |
|
|
19 | (6) |
|
1.5.1 Continuous and discrete wavelet transform |
|
|
20 | (2) |
|
|
22 | (1) |
|
1.5.3 Uncertainty principle |
|
|
23 | (2) |
|
2 Vibration analysis of SDOF and MDOF systems in the wavelet domain |
|
|
25 | (24) |
|
2.1 Wavelet-based discretization of ground motions |
|
|
25 | (3) |
|
2.2 Time--frequency characteristics of wavelets |
|
|
28 | (2) |
|
2.3 Formulation of SDOF system equation in wavelet domain |
|
|
30 | (2) |
|
2.4 Wavelet basis function for ground motion process |
|
|
32 | (2) |
|
2.5 Wavelet domain stochastic response of SDOF system |
|
|
34 | (4) |
|
2.6 Statistical parameters and nonstationary peak responses |
|
|
38 | (3) |
|
2.7 Wavelet domain stochastic response of MDOF system |
|
|
41 | (8) |
|
3 Ground motion characterization and PSA response of SDOF system |
|
|
49 | (26) |
|
3.1 Characterization of ground motions |
|
|
49 | (3) |
|
3.2 PSA response spectrum |
|
|
52 | (3) |
|
3.3 Time history simulation by the Runge--Kutta fourth-order method |
|
|
55 | (1) |
|
3.4 Fixed-base analysis of a tank |
|
|
56 | (8) |
|
|
57 | (1) |
|
3.4.2 Equations of motion |
|
|
57 | (3) |
|
3.4.3 Wavelet domain formulation |
|
|
60 | (4) |
|
|
64 | (11) |
|
3.5.1 Ground motion characterization |
|
|
64 | (1) |
|
3.5.2 Validation -- PSA response |
|
|
65 | (1) |
|
3.5.3 Validation -- structural response |
|
|
66 | (3) |
|
3.5.4 Wavelet analysis -- structural response |
|
|
69 | (6) |
|
4 Wavelet-based analysis of linear MDOF system |
|
|
75 | (36) |
|
4.1 Description of the model |
|
|
75 | (3) |
|
|
78 | (3) |
|
4.3 Wavelet domain formulation of tank--liquid--foundation system |
|
|
81 | (9) |
|
4.4 Wavelet-based nonstationary system responses |
|
|
90 | (5) |
|
4.5 Solution of transfer functions |
|
|
95 | (4) |
|
4.6 Expected largest peak response |
|
|
99 | (4) |
|
|
103 | (8) |
|
|
104 | (3) |
|
4.7.2 MDOF analysis results |
|
|
107 | (4) |
|
5 Wavelet-based nonstationary vibration analysis of a simple nonlinear system |
|
|
111 | (22) |
|
|
111 | (1) |
|
|
112 | (4) |
|
|
116 | (1) |
|
5.4 Solution of the Duffing equation |
|
|
117 | (1) |
|
5.5 Nonlinear system subjected to random vibration |
|
|
118 | (15) |
|
6 Wavelet-based probabilistic analysis |
|
|
133 | (20) |
|
6.1 Model and soil nonlinearity |
|
|
133 | (2) |
|
6.2 General equations of motion |
|
|
135 | (2) |
|
6.3 Equations based on yield conditions |
|
|
137 | (1) |
|
|
138 | (5) |
|
6.5 Response of the structure |
|
|
143 | (2) |
|
6.6 Probability evaluation |
|
|
145 | (3) |
|
6.7 Validation and results |
|
|
148 | (5) |
|
|
153 | (34) |
|
7.1 B-WIM NOR signal analysis |
|
|
154 | (9) |
|
7.1.1 Bridge and vehicle model |
|
|
155 | (5) |
|
7.1.2 Wavelet analysis of experimental NOR data |
|
|
160 | (3) |
|
7.2 Stiffness degradation analysis |
|
|
163 | (10) |
|
7.2.1 Description of the analytical model |
|
|
164 | (3) |
|
7.2.2 Numerical approach to wavelet-based damage detection |
|
|
167 | (1) |
|
7.2.3 Finite element model |
|
|
167 | (4) |
|
7.2.4 Wavelet-based analysis of numerical results |
|
|
171 | (2) |
|
7.3 Soil--structure--soil interaction analysis |
|
|
173 | (14) |
|
7.3.1 Responses at tank base |
|
|
178 | (5) |
|
7.3.2 Finite element model of the system |
|
|
183 | (4) |
Appendix: MATLAB® programmes |
|
187 | (10) |
References |
|
197 | (4) |
Index |
|
201 | |