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Seismic performance verification test method for tower-like structure with damping structure

机译:具有阻尼结构的塔状结构抗震性能验证试验方法

摘要

PROBLEM TO BE SOLVED: To provide a test method for verifying the earthquake-proof performance of a complex type tower construction which is equipped with oscillation dampers between plural structures, which is capable of easily performing the test method with a small power source.SOLUTION: The test method verifies the earthquake-proof performance of a complex type tower construction which includes a first structure, a second structure and oscillation dampers which are directly/indirectly attached between a first structure and a second structure. The earthquake-proof performance verification test method includes the steps of: a first step in which, under the state where oscillation dampers are mounted to the complex type tower construction, a forcible load is applied between the first structure and the second structure using a static load applying machine, and a relative displacement is given to the first structure and the second structure to make the distance between the first structure and the second structure change; a second step in which the load, given to the first structure and the second structure by the static load applying machine in the first step, is removed; and a third step in which, after removing the load in the second step, a free oscillation of the first structure and the second structure is measured.SELECTED DRAWING: Figure 4
机译:要解决的问题:提供一种测试方法,以验证复杂结构的塔式结构的抗震性能,该结构在多个结构之间配备了减振器,能够轻松地用小功率执行测试方法。该测试方法验证了包括第一结构,第二结构和直接/间接连接在第一结构和第二结构之间的减振器的复杂类型的塔结构的抗震性能。耐震性能验证测试方法包括以下步骤:第一步,在将振动阻尼器安装到复杂型塔式结构的状态下,使用静力在第一结构和第二结构之间施加强制载荷负载施加机,对第一结构和第二结构施加相对位移,以改变第一结构和第二结构之间的距离。第二步骤,去除在第一步骤中由静载荷施加机施加于第一结构和第二结构的载荷。第三步,在第二步中除去负载之后,测量第一结构和第二结构的自由振动。图4

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