According to the characteristic of response of the base-isolated fores, adapting the bilinearrestored force model, the MOF shear type elastic-plastic step-by-step integration program iscompiled.

 
  • 其次,結合基礎隔震結構動(dòng)力反應特點(diǎn),采用雙線(xiàn)型恢復力模型,編制了基礎隔震結構串聯(lián)多質(zhì)點(diǎn)體系彈塑性時(shí)程分析程序。
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