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The results of critical loads for example structures are calculated and presented in Tables.
To demonstrate the validity of the proposed formulation, some example structures are chosen and the results are compared with those obtained by means of Monte Carlo simulation.
The dynamic behaviors of the example structures are critically evaluated, indicating that PWF system is suitable for the seismic retrofit project as well as for the development of novel sustainable earthquake resisting system.
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Static and dynamic analyses of example structures were performed and the efficiency and accuracy of the proposed method were verified by comparing the results with those of the refined finite element model and the equivalent frame method.
The proposed methodology is implemented to verify the effectiveness of the approach and the designed example structure is bio-fabricated with a deposition based bio-additive manufacturing system.
To investigate the proposed identification method, a nonlinear two-degree-of-freedom example structure is simulated numerically and analytical expressions describing the backbone curves are found.
Our example structure is shown as a formula in Figure 1.2.
Three example secondary structures are depicted in Figures 3, 4, 5 for illustration.
Example of structures are shown with a color code representing the number of non-redundant chimeric reads supporting each interaction.
Example prestressed structures are given including camber and twist change morphing airfoils.
However, a complete set of projections over the whole 180° rotation is needed, and some structures, for example planar structures, are therefore difficult to reconstruct.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com