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An orthotropic damage constitutive model for dam concrete is then proposed along with its numerical simulation method, which is established for structural failure analysis.
According to the prototypical observations, objective and subjective uncertain information on dam behavior before and after structural reinforcement, support vector regression (SVR) method is combined with Bayesian approach to build the time-varying identification model for dam behavior after structural reinforcement.
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1-D and 2-D mathematical models for dam break flow were established and verified with the measured data in laboratory.
As the fish begin returning to the Elwha River, the biggest dam removal in history is being touted as a model for future dam breaches.
The seismic response of gravity dams is typically derived under a deterministic finite element model for the dam-reservoir-foundation system.
Fig. 11 Numerical results of a one-layer dense PDC model for the dam-break problem.
Fig. 10 Numerical results of a one-layer dilute PDC model for the dam-break problem.
Fig. 12 Numerical results of a two-layer PDC model for the dam-break problem.
This paper aims to comprehensively understand a 3D model for simulating dam-break floods through three test cases.
According to Fig. 5, the results of the AB model for the dam-break problem are insensitive to ε when ε≲10−5, which corresponds to (rho _{mathrm {c}}/rho _{mathrm {a}}gtrsim 10^{2}) (Fig. 5 b).
We propose a possibility theory-based approach to deal with all the different uncertain pieces of information and propagate them in aggregation models for global dam assessment.
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