This method can deal with dynamic response of not only elastic modal structure but also rigid modal structure. Furthermore, high accuracy is produced under both linear and nonlinear excitations.
The structural linearelastic buckling analysis has also been carried out to prove the good stability of the structure.
整体线弹性屈曲分析也进一步验证了结构具有良好的稳定性。
3
Considering the given target displacement and ductility demand, the seismic design can be done easily without linearelastic substitute structure and iterative procedures.