华南地震2017，Vol.37Issue(2)：71-78,8.DOI:10.13512/j.hndz.2017.02.012
近场高烈度区高层框筒结构组合隔震设计与分析
Analysis and Design of the Combined Isolation in High-rise Frame Core Tube Structure near Field Earthquake Zone of High Intensity
摘要
Abstract
For high-rise frame core tube structure in the near high intensity earthquake zone, the design thinking of the combination with the elastic slide bearing (ESB) and rubber isolator bearing is put forward. The story shear, inter-story displacement angle, floor acceleration, bearing stress and seismic energy dissipation corresponding to the traditional seismic and seismic isolation technology calculated by time history analysis method are compared. Research results show that under frequently occurred earthquake action, the floor displacement and acceleration of the combined isolation structure are decreased by 54% and 60%; under rare earthquake, tensile stress and displacement of the bearing are controlled within the specification limits, the hysteresis curves of rubber isolator bearing and ESB are full, as can be seen from the hysteresis curves, the two kinds of bearings at the same time to enter the yield states, is shows that the two kinds of bearing have good collaborative workability in the design of the combined isolation system, and the rationality of the combined isolation design is verified.关键词
近场区/高层框筒结构/组合隔震/协同工作性/能量耗散Key words
Near field region/High -rise frame core tube structure/Combined isolation/Collaborative workability/Energy dissipation分类
建筑与水利引用本文复制引用
周露,宁响亮,庾光忠..近场高烈度区高层框筒结构组合隔震设计与分析[J].华南地震,2017,37(2):71-78,8.基金项目
国家自然科学基金资助项目(51208015) （51208015）
