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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.
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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.
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.
For numerical examples, two structures were assessed.
Three example secondary structures are depicted in Figures 3, 4, 5 for illustration.
More examples of nanoplex structures were also reported for protein delivery.
Example prestressed structures are given including camber and twist change morphing airfoils.
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CEO of Professional Science Editing for Scientists @ prosciediting.com