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基于人行荷载的大跨度楼盖减振设计与分析*
吴毅彬,朱伟华,瞿革
摘 要

(中船第九设计研究院工程有限公司,上海200063)

 

 [摘要] 针对某商业中心大跨楼盖振动舒适度问题,在对国内外楼盖振动评价标准进行汇总分析的基础上,通过建立整体有限元模型,研究该类建筑中大跨楼盖的振动特性。以IABSE建议的单人步行激励为基础,对该大跨楼盖进行了人行荷载模拟,并通过多点输入和时程分析法对该楼盖进行振动舒适度分析,分析结果表明:采用TMD减振系统可以有效地控制大跨楼盖的竖向振动,各工况下的振动平均衰减率可达45%。通过对影响TMD减振效果的弹簧刚度、有效质量等参数进行分析,优化得到TMD布置的最佳参数。本文可为类似的大跨楼盖的振动舒适度的分析和控制系统设计提供参考和借鉴。

[关键词] 大跨楼盖振动控制调谐质量阻尼器舒适度

中图分类号:TU375.5              文献标识码:A 

       

Design and analysis on vibration control of long-span floor structures based on simulation of crowd walking

   Wu YibinZhu WeihuaQu Ge

(China Shipbuilding NDRI Engineering Co., Ltd.Shanghai 200063China)

AbstractThe vibration serviceability of long-span floors in large business mansion is studied. Based on reviewing on the evaluation standard of floors vibrations in different reports, a finite element model is established to know the vibration properties of the long-span floors in this structure. The human induced loads are modeled by using single person walking forces of IABSE. Then the vibration serviceability of the floors is analyzed by a multi-support excitation and time history analysis method. The results show that the TMD systems can control the vertical vibration of the long-span floor effectively and the average attenuation rate can be up to about 45%. Finally, the main factors of TMD, stiffness, quality are analyzed to obtain the optimized parameters. The study described in this paper can provide a reference for the analysis of vibration serviceability and determination of control system for these structures.

 

Keywords: long-span floor; vibration control; tuned mass dampers; human comfort

 

参考文献

[1]       徐庆阳,李爱群,张志强,. 考虑人体舒适度的大跨度悬挂结构振动控制研究[J].振动与冲击,2008,27 (4):139-142.

[2]       ELLINGWOOD B, TALLIN A. Structural serviceability: floor vibrations [J]. Journal of Structural Engineering,1984,110 (2):401-418.

[3]       李爱群,陈鑫,张志强. 大跨楼盖结构减振设计与分析[J].建筑结构学报,2010,31(6):19-30.

[4]       韩小雷, 陈学伟,毛贵牛,.基于人群行走仿真的楼板振动分析方法及反应谱公式推导[J].建筑科学,2009,25(5):4-10.

[5]       陈兴, 张志强, 李霆,. 西安北站高架层楼盖舒适度分析与减振设计[J].建筑结构,2011,41(7):40-46.

[6]       American Institute of Steel Inc. Floor vibrations due tohuman activity[S]. USA, Chicago,Illinois:American Institute of Steel Inc, 2003.

[7]       International Organization for Standardization. ISO 2631-2. Evaluation of human exposure to whole-body vibration[S]. SwitzerlandInternational Standardization Organization, 1989.

[8]       American Institute of Steel Construction. AISC/CISC steel design guide series[S]. Floor vibrations due to human activity. Chicago: American Institute of Steel Construction, 1997.

[9]       JGJ 9998. 高层民用建筑钢结构技术规范[S]. 北京:中国建筑工业出版社,2006.

[10]    GB 500102010 混凝土结构设计规范[S]. 北京:中国建筑工业出版社,2010.

 

[11]    叶正强,李爱群,.某大跨人行天桥的消能减振设计()[J].特种结构,2003,20(1): 68-70.

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