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财富中心悬吊楼盖结构舒适度设计及检测
引用本文:甄伟,盛平,张力,徐福江. 财富中心悬吊楼盖结构舒适度设计及检测[J]. 建筑结构, 2011, 0(1)
作者姓名:甄伟  盛平  张力  徐福江
作者单位:北京市建筑设计研究院;
基金项目:北京市优秀人才培养资助项目(20061D0108900024)
摘    要:大跨度空间结构楼盖的人行舒适度问题是结构设计中不可忽视的重要因素。在对结构舒适度使用性能的评价方法和评价标准总结归纳的基础上,提出了通过分析楼盖结构的振动特性,如最小自振频率、振动峰值加速度等,来控制楼盖结构的刚度,作为结构舒适度设计依据的方法。设计方法成功应用于财富中心的大跨度悬吊楼盖结构设计,并结合回廊第1阶的自振频率及模态的工程实测结果,验证了分析方法的可靠性。

关 键 词:悬吊楼盖  舒适度  自振频率  峰值加速度  振动检测  

Vibration comfort design and experiment of the suspended floor of Prosper Center
Zhen Wei,Sheng Ping,Zhang Li,Xu Fujiang. Vibration comfort design and experiment of the suspended floor of Prosper Center[J]. Building Structure, 2011, 0(1)
Authors:Zhen Wei  Sheng Ping  Zhang Li  Xu Fujiang
Affiliation:Zhen Wei,Sheng Ping,Zhang Li,Xu Fujiang(Beijing Institute of Architectural Design,Beijing 100045,China)
Abstract:The vibration comfort design of large-span floor is an important issue of structure design.Based on the summarization of evaluation method and criterion of vibration comfort performance,the vibration comfort design method of adjusting the stiffness of floor through analyzing its vibration behavior was proposed.The method was successfully used in the structure design of the suspended floor of Prosper Center,and it was also proved to be reliable through experiment.
Keywords:suspended floor  vibration comfort  vibration frequency  peak acceleration  vibration detection  
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