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A Shaking Table Test of Scaled Model for an Emergency Diesel Generator System for Evaluation of Seismic Force Decrease by Using a Spring-Viscous Damper System

机译:弹簧-阻尼器减震系统用于评估地震力下降的应急柴油发电机系统比例模型的振动台试验

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The effectiveness of a coil spring-viscous damper system for a seismic isolation of an Emergency Diesel Generator (EDG) in Nuclear Power Plants (NPP) was evaluated through a shaking table test and a numerical analysis. The EDG system consists of an engine, a generator and a concrete foundation. Net weights of the engine unit, the generator unit, and the concrete mass are 912 kN, 392 kN, and 2,474 kN, respectively, and the total weight is 3,779 kN. It is impossible to perform a real scale shaking table test for an EDG system. Therefore, a scaled EDG model was constructed using steel and concrete blocks. Total weight of the test model was 39 kN and the steel blocks were placed to have an equivalent mass center for the prototype. For the seismic isolation of the EDG test model, a spring-damper unit that consists of a combination of 2 coil springs and one viscous damper was adapted. The stiffnesses and the damping coefficients of the spring-damper unit for the vertical and horizontal directions were determined by a mechanical characteristic test. The test model was supported by 4 spring-damper units. A shaking table test for an EDG model was conducted for an evaluation of the seismic isolation performance of a coil spring-viscous damper system. An artificial time-history corresponding to the scenario earthquake for a Korean nuclear site and US NRC design spectrum were used as an input motion, and three peak acceleration levels were applied. The effectiveness of the coil spring-viscous damper system was evaluated by the ratio of the maximum acceleration responses measured at the model to the table acceleration. A numerical model for the test model was constructed and also a numerical analysis was performed by using the same seismic input motion. The EDG model tests and numerical analysis showed that the spring-viscous damper system could reduce the seismic force transmitted to the EDG by up to 50 percent.
机译:通过振动台试验和数值分析,评估了螺旋弹簧-粘滞阻尼器系统对核电厂(NPP)中的应急柴油发电机(EDG)进行地震隔离的有效性。 EDG系统由发动机,发电机和混凝土基础组成。发动机单元,发电机单元和混凝土的净重分别为912 kN,392 kN和2,474 kN,总重为3,779 kN。无法对EDG系统执行真实规模的振动台测试。因此,使用钢和混凝土砌块构建了比例缩放的EDG模型。测试模型的总重量为39 kN,将钢块放置为具有与原型相同的质量中心。为了对EDG测试模型进行隔震,采用了一个弹簧阻尼器单元,该单元由2个螺旋弹簧和一个粘性阻尼器组成。通过机械特性测试确定弹簧-阻尼器单元在垂直和水平方向上的刚度和阻尼系数。测试模型由4个弹簧减振器单元支撑。进行了EDG模型的振动台测试,以评估螺旋弹簧-粘滞阻尼器系统的隔震性能。将与韩国核站点的情景地震和美国NRC设计频谱相对应的人工时间历史用作输入运动,并应用了三个峰值加速度水平。通过在模型上测得的最大加速度响应与工作台加速度之比,评估了螺旋弹簧-粘性阻尼器系统的有效性。建立了测试模型的数值模型,并使用相同的地震输入运动进行了数值分析。 EDG模型测试和数值分析表明,弹簧-阻尼器系统可以将传递给EDG的地震力降低多达50%。

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