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The PSO approach yielded a different optimum medium than the statistical design methods used.
Given the relative simplicity of the design methods used it is considered that the correlation between calculation and measurement is satisfactory.
This model is used to analyse the controllability of the building using Nonlinear Inverse Dynamics controller design methods used in the aerospace and robotics industry.
Considerable attention has focussed on redefining novel design methods used in mimicking natural hemeproteins, mononuclear and dinuclear metallopeptides and functional biological electron-transfer proteins.
The design methods used for soil mass structures, such as mechanically stabilised earth (MSE) structures, are based on soil/reinforcement anchorage models which require the knowledge of the soil/reinforcement interface friction capacity.
The performance-based seismic design was suggested to overcome the limitations of force-based seismic design methods used for addressing the inelastic behavior and cyclic loading effects in reinforced concrete structures.
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Conventional pavement design methods use static and elastic approaches for stress and strain analysis.
Some mix design methods use the three bar test results in L-box for proportioning SCC.
The second part is to design methods using spatial-temporal reasoning to teach math concepts.
The stage design strength ratio is determined for the three presented design methods using typical values for various design parameters.
Similarly, the stage design strength ratio is determined for the two other design methods using the same loading levels.
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