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The method is established using two steps.
Thus, a more accurate and rational seismic design method is established.
Showing characteristics and results, the effectiveness and efficiency of the proposed method is established.
The multi-objective including load sharing performance and volume optimization method is established.
The mathematical equivalence of the iterative method and the direct method is established.
In this paper a variational formulation of the equivalent eigenstrain method is established.
The spirit of the identification method is established on Optimum Equivalent Linear Frequency response function (OELF).
The potential capability of the method is established both analytically and through extensive numerical simulation.
A two-stage nonlinear robust controller using the Lyapunov redesign method is established for velocity tracking control.
The optimization algorithm based on the bi-directional evolutionary structural optimization (BESO) method is established and verified by numerical examples.
In this paper, the simple and accurate theoretical method is established, which benefits to design an appropriate probing system rapidly.
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