台风作用下某高层建筑电梯的水平振动响应分析

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Abstract Field measurement of a high-rise building in Wenzhou has been taken during Typhoon HAIKUI and TRAMI respectively, and the acceleration data of the 25th layer and the elevator stopped at the 25th layer are obtained. Meanwhile, the time domain and frequency domain characteristics of the structure and elevator have been analyzed by MATLAB software programming. Results show that, the maximum acceleration of elevator and structure during typhoon increased with the increase of average wind speed. The wind-induced vibration of structure has transmitted to the elevator, and the overall elevator vibration response is performed by the amplification of the structure vibration response when the elevator inherent frequency close to the first few structure natural frequency. Within 10 minutes, the elevator maximum acceleration is about 1~1.78 times larger than that of the layer. Furthermore, the simplified calculation method for calculating the elevator horizontal vibration response has been put forward based on the high-rise building field measured data, which is expected to provide a reference for the elevator safety design and calculation.

Key words： high-rise building field measurement elevator horizontal wind-induced vibration response horizontal wind-induced vibration force calculation method

Received: 05 May 2014 Published: 15 October 2015

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	Articles by authors
	PAN Yueyue1
	LI Zhengnong1
	Zhang Chuanxiong1
	2
	Shi Wenhai2

Cite this article:

PAN Yueyue1,LI Zhengnong1,Zhang Chuanxiong1, et al. Analysis of elevator horizontal vibration response in a high-rise building under typhoon effect[J]. JOURNAL OF VIBRATION AND SHOCK, 2015, 34(19): 103-108.

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http://jvs.sjtu.edu.cn/EN/ OR http://jvs.sjtu.edu.cn/EN/Y2015/V34/I19/103

[1] S. Yokota, 刘建农, 黄本. 电梯的振动分析[J].起重运输机械, 1987, (8): 57-62.
S. Yokota, Liu Jiannong, Huang Ben. Vibration analysis of elevator system[J].HOISTING AND CONVEYING MACHINERY, 1987, (8): 57-62.
[2] 李立京, 李醒飞, 张国雄等. 电梯轿厢水平振动建模[J]. 起重机械, 2002, (5): 3-5.
Li Lijing, Li Xingfei, Zhang Guoxiong, et al. Horizontal-vibration model of elevator car system[J].HOISTING AND CONVEYING MACHINERY, 2002, (5): 3-5.
[3] 李醒飞,张晨阳，李立京等.电梯导轨对轿厢振动的影响[J].中国机械工程, 2005, 16(2): 115-118.
Li Xingfei, Zhang Chenyang, Li Lijing, et al. Influence of elevator guide rail on the cabin vibration[J]. CHINA MECHNICAL ENGINEERING, 2005, 16(2): 115-118.
[4] 夏冰虎,史熙.导轨激励下电梯水平振动的动力学建模[J].电气与自动化, 2012, 41(5): 161-165.
Xia Binghu, Shi Xi. Horizontal vibration of high-speed elevator with guide rail excitation[J]. ELCTRICAL AUTOMATION, 2012, 41(5): 161-165.
[5] 李正农，潘月月，桑冲等.厦门沿海某超高层建筑结构风致振动动力特性研究[J].建筑结构学报, 2013,34(6): 22-29.
Li Zhengnong, Pan Yueyue, Sang Chong, et al. Study on wind-induced vibration characteristics of coastal high-rise building in Xiamen[J]. Journal of Building Structures, 2013, 34(6): 22-29.
[6] 史文海，李正农，罗叠峰等.台风“鲶鱼”作用下厦门沿海某超高层建筑的风场和风压特性实测研究[J].建筑结构学报, 2012, 33(1): 1-9.
Shi Wenhai, Li Zhengnong, Luo Diefeng, et al. Field measurement of boundary layer wind field and wind pressure characteristics of a super-tall building on coast of the Xiamen city during passage of typhoon Megi[J]. Journal of Building Structures, 2012, 33(1): 1-9.
[7] Li Q.S., Xiao Y.Q., Fu J.Y., et al. Full-scale measurements of wind effects on the Jin Mao building[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2007, 95(6): 445-466..
[8] Fu J.Y., Q.S. Li, J.R. Wu, et al. Field measurements of boundary layer wind characteristics and wind-induced responses of super-tall buildings[J]. Engineering Structures, 2008, 96 (8): 1332-1358.
[9] Fu J.Y., Wu J.R., Xu A., et al. Full-scale measurements of wind effects on Guangzhou West Tower[J]. Engineering Structures, 2012, 35: 120-139.
[10] Kijewski-Correa T., Pirnia J.D.. Dynamic behavior of tall buildings under wind: insights from full-scale monitoring[J]. The Structural Design of Tall and Special Buildings, 2007, 16(4): 471-486.
[11] Bashor R., Bobby S., Kijewski-Correa T., et al. Full-scale performance evaluation of tall buildings under wind[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2012, 104: 88-97..
[12] 建筑结构荷载规范. GB 50009-2012[S]. 北京：中国建筑工业出版社，2012．
Load code for the design of building structures. GB 50009-2012[S]. Beijing: China Architecture & Building Press, 2012．
[13] 高层建筑混凝土结构技术规程. JGJ3-2010[S]. 北京：中国建筑工业出版社，2011．
Technical specification for concrete structures of tall building. JGJ3-2010[S]. Beijing: China Architecture & Building Press, 2011．
[14] 日本电梯安全中心,徐佩香，张香荣等译.电梯抗震设计与施工指南. 北京：中国建筑科学院, 1989, 6-11.