【作者】 周林聪； 黄辉； 宫必宁；

【Author】 Zhou Lincong Huang Hui Gong Bining (College of Water Conservancy and Hydropower Engineering, Hohai University Nanjing. 210098)

【机构】 河海大学水利水电学院；

【摘要】 介绍了南京世纪塔的结构模型振动台试验结果,分析了带索的高耸结构的抗震性能。结构的整体性较好,具有较强的抗震能力。由于索的存在,世纪塔各子结构的自振频率、水平和垂直加速度反应、应力反应都有所变化。更多还原

【Abstract】 The anti-seismic capability of towering structure with rope is analyzed according the shaking table experiment of the model of Nanjing-shiji-tower. The whole structure has great capability of anti-seismic. Because of the existence of the rope, there are changes in the natural vibration frequency, the horizontal and vertical acceleration response and the stress response of the structure.更多还原