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3.2. INVERSE ANALYSIS
The relationship between the experimental/field data and model can initially
be expressed as:
𝐹 (𝒎 ) = 𝒖 𝒆 𝒙
𝒑 [5]
Where F is the forward operator, mapping the material properties/damage
parameters m (i.e. 𝜆 , 𝜇 and ρ) to the measured signals. As the solution of Eq. [5]
may not exist as the measured data 𝒖
𝒆 𝒙 𝒑 are not in the range of F, we follow a
least-square solution approach in Eq. [6]. Thus, the main concept behind the
inverse analysis is to minimize the data residuals 𝛿
𝒖 or misfit between
experimental or field data 𝒖
𝒆 𝒙 𝒑 and the simulated data from our forward model
𝒖
𝑚 𝑜
𝑑 . The objective function 𝐶
𝑓 (𝒎
) which is to be minimized is the residual elastic
energy in the residuals. That is the L2-norm of the error between the model
response and the field or experimental data.
𝐶
𝑓 (𝒎 ) = 0.5||𝒖 𝑚
𝑚
𝑜
𝑑 − 𝒖 𝑒
𝑥
𝑝 ||
𝐿 2 [6]
Various strategies are available for inverse analysis, these include both direct
and random-search strategies such as Newton methods (Gauss-Newton, Full
Newton, etc), Conjugate Gradient, Nelder-Mead simplex methods, Particle Swarm
Optimization, Simulated Annealing, Genetic Algorithm and Regularizing Iterative
Methods by [25].
4. NUMERICAL SIMULATION AND DISCUSSION
The numerical simulation is carried out for a dam (true model) with material
properties defined in terms of seismic velocities summarized in Table 1 and
obtainable in Fig. 2. To ascertain the effect of acquisition geometry on quality of
results, the sources-sensors setups in Fig. 1 are used to acquire all the waveform
data necessary for carrying on the inversion. The dam true model consists of
anomalies both in the dam structure and in the foundation. The anomalies
represent weaknesses in various regions and of varying magnitudes. In the dam
structure, the topmost anomaly represents a 20% reduction in the parameter
values (Vp, Vs, ρ), the second 10% and the third (i.e. crack zone) has a 30%
reduction. All the anomalies in the foundation have an 70% reduction in the
material parameter values.
1167
Book of Full Papers
Symposium Hydro Engineering
- Title
- Book of Full Papers
- Subtitle
- Symposium Hydro Engineering
- Author
- Gerald Zenz
- Publisher
- Verlag der Technischen Universität Graz
- Location
- Graz
- Date
- 2018
- Language
- English
- License
- CC BY-NC-ND 4.0
- ISBN
- 978-3-85125-620-8
- Size
- 20.9 x 29.6 cm
- Pages
- 2724
- Keywords
- Hydro, Engineering, Climate Changes
- Categories
- International
- Naturwissenschaften Physik
- Technik