【摘要】 推导了隔震影响系数的表达式,同时对3个不同的算例进行计算分析,对竖向荷载作用下基础隔震 结构内力计算中的隔震影响系数表达式进行了验证．结果表明:对于对称结构和等跨结构形式,隔震影响 系数具有较好的适用性．该隔震影响系数与《建筑抗震设计规范》中的水平向减震系数结合起来,使水平地震 作用和竖向荷载作用下的隔震结构的设计思路得以统一,从而将隔震结构的设计转化为非隔震结构的设计．更多还原

【Abstract】 The expression of the isolation influence was deduced in this paper. Meanwhile, three different examples were calculated in order to verify the expression of the isolation influence factor of base isolation structure under vertical load. The results showed that the isolation influence factor was suitable for the symmetrical or constant span structure. Combined with the calculation method of base isolation strueture under horizontal load in the building seismic design code, the two design theories were consisten . So, it converted the base isolation structure design into the non - isolation design.更多还原