At last, combined with the curent seismic design code, the equivalent lateral force method is proposed.

最后结合现行抗震规范, 提出一种针对基础隔震结构隔震系统的实用设计方法一等效侧力法.

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Based on the force - method equation , the stiffness matrix and fixed - end nodal displacement and force vector derived.

在力法方程的基础上,给出了组合梁单元的刚度矩阵、杆端位移向量及杆端荷载向量并建立了刚度方程.

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Then the force method and displacement method the cantilever pillar acted by the transverse load.

而后针对试验数据编制了悬臂柱自由端加横向荷载的按力加载数值计算方法和按位移加载数值计算方法.

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