首页> 外文会议>ISISS' 2011;International symposium on innovation sustainability of structures in civil engineering >PERFORMANCE-BASED SEISMIC DESIGN FOR MAIN STRUCTURE OF CONVENTIONAL ISLAND IN NUCLEAR POWER PLANT
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PERFORMANCE-BASED SEISMIC DESIGN FOR MAIN STRUCTURE OF CONVENTIONAL ISLAND IN NUCLEAR POWER PLANT

机译:核电站常规岛主要结构的基于性能的抗震设计

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Due to the requirements of the machine equipments, the main structure of conventional island is irregular in mass and stiffness. It is worth noting that the essential purpose of the main structure design is to prevent serious damage of important equipments and reduce the economy losses under earthquakes. Performance-based method is introduced to the seismic design of this structure for the first time. Based on elastic analysis under frequent and fortification earthquakes, inelastic time history analysis under severe earthquake is carried out with PERFORM-3D using die fiber model. Deformation performance indexes of components are proposed in this paper based on ASCe41 and FEMA356. Some suggestions are given for the structural seismic design.
机译:由于机械设备的要求,常规岛的主要结构在质量和刚度上是不规则的。值得注意的是,主体结构设计的根本目的是防止重要设备的严重损坏,减少地震造成的经济损失。首次将基于性能的方法引入该结构的抗震设计。基于频繁地震和设防地震下的弹性分析,使用PERFORM-3D模纤维模型对大地震下的非弹性时程进行分析。提出了基于ASCe41和FEMA356的零件变形性能指标。对结构抗震设计提出了一些建议。

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