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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.
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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.
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 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.
For comparison, direct finite element modeling of the same example frame structure is also carried out.
An example frame structure is given in Figure1, where two subframes are reserved for the relay link.
Building on the previous example, a ChipsId structure is created and the id.plot field is set to "plot1".
A typical example of the structure is a car body that can be modeled by a cluster of thin plates.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com