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Numerical models for adsorption and desorption half cycles are presented.
There are several types of numerical models for the study of tsunami wave run-up.
Numerical models for lake hydrodynamics have previously been used in studying the design of management methods.
This paper presents analytical and numerical models for semirigid timber frame with Lagscrewbolt (LSB) connections.
At first, the numerical models for the upset forming of steel billet are setup.
Therefore, numerical models for wave and sediment transport are widely used by coastal engineers.
There are many experimental and numerical models for simulating these types of loads.
Numerical models for austenitic stainless steel have been developed and validated against existing test results.
Using the proposed method, numerical models for evaluating mechanical properties are generated.
Numerical models for plain weave are validated against experimental results from single-ply ballistic tests.
The model was verified against numerical models for infiltration and analytical models for surface flow.
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