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In [17], the authors considered the expansion co-planning with uncertainties (e.g. uncertainties of energy load, load percentages, and market price) in a coupled energy market.
The experiment was 2 x 2 mixed design, with factors Memory Load (Load or No Load, within participant) and Group (1 or 2, between participants).
Various comparisons with the experiments, such as ultimate load, load mid-span deflection history, failure mode, demonstrated the validity the FE models.
A possible strategy that a compromised VM may use, is trying to find α and β in order to obtain the model for calculating the resources load load=α+β∗VM_par.
The numerical results of the 3D frame show that the frame does not collapse in the case of single column heated for a fire design load (load ratio of 0.25 for columns).
Instability behaviour of curved panels have been examined considering the various parameters such as width of edge load, load direction control, damping, influence of fiber orientation and lay up sequence etc.
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During the tests, load, load-line displacement and deflections at three locations were continuously monitored.
Buckling load, load-displacement relations for post buckling and maximum out-of-plane displacements of the plates are determined.
Extensive instrumentation was carried out on these pipes to collect various data, e.g., load, load-line displacement (LLD), crack mouth opening displacement (CMOD), rotation at the ends (flanges), deflection at critical locations and surface crack growth.
Also included in the study whereas the effectiveness in terms of load carrying capacity, first cracking load, load-deflection behaviour, etc. obtained by retrofitting using bio-based woven jute FRP.
The yield load, load-carrying capacity and related slips, elastic stiffness, and ductility were evaluated considering two groups of tests performed on a total of 63 specimens of different size.
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