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The GEP approach demonstrated a superior performance compared to other traditional sediment load methods.
Overall processing time has reduced by 83% compared to manual, non-parallel load methods.
A 3D FE model was used, where the nonlinear material behaviour and geometrical analysis based on incremental iterative load methods were adopted.
The two-cavity and two- load methods, which may be used to predict acoustical properties of an exceedingly thick sample or a multi-layered treatment consisting of variant materials, have different conditions of using limits.
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The effect of the pre-stressing cables is taken into account via the equivalent load method.
The equivalent load method is used to simulate the effect of pre-stressing cables.
The result was better when using the multiple load method than when using the two-load method.
The chapter presents a practical equivalent notional load method to design semi-rigid frames.
In this code, the Main class creates an object of type Invoice and calls the load method (lines 4 5).
Other alternatives for calculating the seismic loads are the simplified modal response spectrum (equivalent static load) method or time history analysis method.
Results showed that the effective length method is more conservative than the notional load method and the notional load method agrees better with the finite element results than the effective length method does.
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