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某体育运动学校篮球训练馆楼板舒适度分析 被引量:10

Analysis of floor vibration comfort in basketball training center of a sports school
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摘要 某体育运动学校的篮球训练馆为大跨度楼盖,在人的正常使用过程中的跑动、跳跃等活动会对楼盖产生特殊的激励,因此有必要分析楼盖的舒适度。采用MIDAS Gen有限元软件建模,对简化后的单层楼盖进行特征值模拟,然后对多人连续行走、多人跑动、多人跳跃三种人行激励下的楼板峰值加速度进行时程分析。 The basketball training center of a sports school is large-span slab structure,there will be risk of floor vibration caused by running and jumping in the normal use and it is necessary to study the degree of comfort of the floor. Software MIDAS Gen was used to model the project to simulate the eigenvalue of the single layer and perform the time-history analysis on the floor in different motivations.
出处 《建筑结构》 CSCD 北大核心 2016年第S1期237-240,共4页 Building Structure
关键词 人行激励 舒适度 时程分析 pedestrian excitation comfort degree time-history analysis
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  • 1何文汇,马智刚.组合楼板自振频率的计算与试验研究[J].钢结构,2005,20(3):57-59. 被引量:22
  • 2Tredgold T.. Elenrentary Principles of Carpentry[S]. 1824.
  • 3Bachmann H, Pretlove A J, Rainer H.. Vibrations Induced by People[S]. Vibration Problems in Structures-Practical Guidelines, CEB Bulletin D' Information No. 209. Lausanne, Switzerland : CEB, 1991.
  • 4Allen D. E., Rainer J. H. and Pemica G.. Building Vibrations Due to Human Activities [ J ]. Proceedings, ASCE Structures Congress, Orlan- do, Florida, p. 438 - 447,1987.
  • 5Rainer J. H. and Pemica G.. Vertical Dynamic Forces from Footsteps [J]. Canadian Acoustics 14(2) : 12 - 21,1986.
  • 6Rainer J. H., Allen D. E. and Pemica G.. Dynamic Response of Floors Due to People in Motion[J].Proceedings, Symposium/Workshop on Serviceability of Buildings (Movements, Deformations, Vibrations), 1988(1) :566 - 572.
  • 7AISC/CISC Steel Design Guide Series No. 11 :Floor Vibrations Due to Human Activity[S]. American Institute of Steel Construction, 1997.
  • 8ATC Guide on Floor Vibration[ S]. Applied Technology Council. 1999.
  • 9National Building Code of Canada 1995[S].
  • 10Reiher H, Meister F J. The sensitiveness of the human body to vibrations[J]. Forschung, 1931,2( 11 ) :381 - 386.

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