高位转换粘滞阻尼减震结构阻尼器合理阻尼系数研究

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振动与冲击 ›› 2011, Vol. 30 ›› Issue (3) : 180-184.

论文

高位转换粘滞阻尼减震结构阻尼器合理阻尼系数研究

吴从晓1; 周云1; 邓雪松1; 吴从永2

作者信息 +

Studies on optimal damping coefficient of viscous damper of the high-level transfer story structure with viscous dampers

Wu Congxiao1; Zhou Yun1; Deng xuesong1; Wu Congyong2

Author information +

文章历史 +

摘要

根据《高层建筑混凝土结构技术规程》和《建筑抗震设计规范》对高位转换结构体系的框支层的层间位移和结构等效侧向刚度的限制要求，采用等效侧向刚度计算方法，将高位耗能减震结构分解成框撑剪结构和纯剪力结构，结合振型分解反应谱理论和线性粘滞阻尼减震结构等效阻尼比计算方法，推导出了高位转换粘滞阻尼减震结构合理阻尼系数的计算公式。最后，通过算例分析得出，采用上述方法计算高位转换粘滞阻尼减震结构粘滞阻尼系数是可行的，该方法计算公式简单实用，可用于高位转换粘滞阻尼减震结构的初步设计。

Abstract

Based on the limited demand of inter-story drift and equivalent lateral rigidity ratio of high-level transfer story structure in Technical Specification for Concrete Structures of Tall Building and Code for seismic design of buildings, the calculation model that the high-level transfer story structure is decomposed to frame -shear wall structure below the transfer story and shear wall structure above the transfer story of equivalent lateral rigidity ratio has been adopted. Then, based on the above model, the mode-superposition response spectrum theory and calculation method of equivalent viscous damping ratio of structure with linear viscous dampers, the calculating formula of optimal damping coefficient of viscous damper of the high-level transfer story structure with viscous dampers is derived. Finally, a sample structure is studied utilizing the above method, analysis results indicate that the proposed formula is valid and the formula is simple and practical.

导出引用

吴从晓;周云;邓雪松;吴从永. 高位转换粘滞阻尼减震结构阻尼器合理阻尼系数研究[J]. 振动与冲击, 2011, 30(3): 180-184

Wu Congxiao;Zhou Yun;Deng xuesong;Wu Congyong. Studies on optimal damping coefficient of viscous damper of the high-level transfer story structure with viscous dampers[J]. Journal of Vibration and Shock, 2011, 30(3): 180-184