首页> 外文会议>International Conference on Nuclear Engineering >REDUCTION OF DYNAMIC RESPONSE OF BUILDINGS, EQUIPMENT AND PIPE NETWORKS USING SERB-SITON METHOD TO INCREASE NPP SAFETY MARGINS
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REDUCTION OF DYNAMIC RESPONSE OF BUILDINGS, EQUIPMENT AND PIPE NETWORKS USING SERB-SITON METHOD TO INCREASE NPP SAFETY MARGINS

机译:使用SERB-SITON方法减少建筑物,设备和管道网络的动态响应,以增加NPP安全利润率

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摘要

Buildings, equipment and pipe networks, herein below called "structures", within nuclear and classic objectives are affected by the dynamic actions of earthquake, shocks and vibrations type, herein below called" excitations". The repeated action of excitations on structures most often lead to important built-up of kinetic and potential energy in oscillating systems made-up of such structures. Such a built-up is leading to tens of times increase of the amplitude of the dynamic response in accelerations and displacements of structures as to the excitation amplitude. In its turn, such an increase is leading to the exceeding of the efforts and distortions of the structures material, accompanied by the occurrence of damages or destroy. Because in most cases the excitation cannot be reduced or eliminated, the only technical solution available for the engineers is to reduce the dynamic response of the structures on the existing excitations. The innovative SERB-SITON solution developed and applied within the Subsidiary of Technology and Engineering for Nuclear Projects (SITON) is based on the use of SERB-SITON isolation behavior devices with low friction and controlled stiffness on horizontal plane to cut-off the dynamic action transfer from the excitation to the structure and telescopic devices with controlled elasticity and damping both to reduce the dynamic response of the structures, as well as the dissipation of the energy transferred to the structure or the limitation of structure distortion upon the dynamic actions. The paper presents the performances of SERB-SITON mechanical devices used to protect buildings, equipment and pipe networks against dynamic actions and an adequate method to evaluate the dynamic response of structures (by using SERB-SITON devices), in real time inclusively. For large-size buildings such as nuclear power plants, old buildings, churches, bridges, etc., SERB-SITON isolation devices with friction by sliding or rolling with a very small and adjustable, stiffness installed under the structure on any horizontal direction, are presented. For reinforced concrete or metal framework buildings such as high buildings, industrial halls, towers, etc., SERB-SITON telescopic devices with controlled stiffness and damping large, force inclusively are presented. For equipment and pipe networks, SERB-SITON supports that are capable to overtake large permanent loads with relative displacements on two directions for thermal displacements, and also capable to elastically overtake and damp dynamic actions, are presented.
机译:在核和经典目标中,在核和经典目标中,在以下称为“结构”的建筑物,设备和管道网络受到地震,冲击和振动类型的动态作用的影响,如下所谓的“激动”。对结构的重复动作最常常导致动力学和潜在能量的重要构成,在这些结构的振荡系统制成中的振荡和潜在的能量。这种内置是导致振荡幅度的加速度和结构的动态响应的幅度增加的幅度。轮到它,这种增加导致超出结构材料的努力和扭曲,伴随着损坏或破坏的发生。因为在大多数情况下,不能减少或消除激励,因此可用于工程师的唯一技术解决方案是降低结构对现有激励的动态响应。在核项目技术和工程技术子公司(Siton)的子公司内开发和应用的创新型Serb-Siton解决方案是基于使用塞尔巴 - Siton隔离行为装置,水平平面上具有低摩擦和受控刚度的基础,以截止动态动作从激发到具有受控弹性和阻尼的结构和伸缩装置,以减少结构的动态响应,以及传递到结构的能量或在动态动作上的结构失真的限制。本文提出了用于保护建筑物,设备和管道网络免受动态动作的适当方法的塞尔巴 - 锡顿机械装置的性能,并在完全时间内实时地评估结构的动态响应(通过使用Serb-Siton设备)。对于如核电站,旧建筑,教堂,桥梁等的大型建筑物,塞巴赛顿隔离装置,通过在任何水平方向上的结构下安装非常小和可调节,刚度,滚动或滚动摩擦,是提出了。对于钢筋混凝土或金属框架建筑,如高建筑,工业大厅,塔等,塞巴赛扬子伸缩装置,具有受控刚度和阻尼大,力包装的力。对于设备和管道网络,能够以热位移的两个方向上以相对位移超越大型永久性负载的塞尔巴 - 锡顿支撑件,并且还能够弹性地超越和潮湿的动态动作。

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