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Three low-to-medium rise prototype structures are designed by the proposed methodology, and the seismic responses of the systems are evaluated by pushover analyses and nonlinear response history analyses based on numerical models validated by the test results.
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The laboratorial prototype structure was developed in collaboration with the Mechatronics Engineering Centre from the University of Évora.
A prototype structure was successfully designed and constructed as a rain-shed canopy of an office building.
MF-300 which was designed as the first Mega-Float prototype structure is adopted as an example for VLFS runway.
Finally, a one-phase prototype structure is built and experimental results are studied to show the capability of the proposed DRFCL.
As the prototype structure is from an experimental test, a reliable framework is established by validating the accuracy of the structural model.
High quality single crystals of the γ(H -Bi2MoO6 prototype structure were grown for tH -Bi2MoO6ime and carefully refined (R=0.048) by X-ray single-crystal techniques.
The original prototype structure is a steel plate with a symmetrical diamond pattern of circular holes commonly used in pressure vessel design.
The prototype structure is simulated with the FDTD method by the CST microwave studio and for the substrate, the SiN layer with refractive index of 1.98 and thickness of 80 nm is selected.
The prototype structure was designed in accordance with the capacity design criterion, i.e. by assuming that breaking of connections and buckling of beams and columns must be preceded by yielding of the diagonals in tension.
As shown in Fig. 9, only a quarter of the prototype structure is modeled using symmetry to reduce computation cost.
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