[1]薛建阳,翟 磊,闫春生.高层转运站结构的动力分析及振动控制研究[J].西安建筑科技大学学报:自然科学版,2015,47(04):477-481.[doi:10.15986/j.1006-7930.2015.04.003]
　XUE Jianyang,ZHAI Lei,YAN Chunsheng.Dynamic analysis and research on vibration control of high-rise transfer station structures[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(04):477-481.[doi:10.15986/j.1006-7930.2015.04.003]
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高层转运站结构的动力分析及振动控制研究()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
47
期数:
2015年04期
页码:
477-481
栏目:
出版日期:
2015-08-31

文章信息/Info

Title:
Dynamic analysis and research on vibration control of high-rise transfer station structures
文章编号:
1006-7930(2015)04-0477-5
作者:
薛建阳; 翟 磊 ; 闫春生
西安建筑科技大学土木工程学院
Author(s):
XUE Jianyang;  ZHAI Lei;  YAN Chunsheng
School of Civil Engineering, Xi’an Univ. of Arch. & Tech.
关键词:
高层转运站;  振动控制; 动力特性; 激震源
Keywords:
high-rise transfer station;  vibration control;  dynamic characteristics;  exciting source
分类号:
TU366; TU311.1
DOI:
10.15986/j.1006-7930.2015.04.003
文献标志码:
A
摘要:
为改进高层转运站结构设计，提高高层转运站的抗振动能力，研究了高层转运站结构的动力特性和动力响应．通过有限元模拟，分析了高层转运站在两种振动控制方案下的结构的动力特性和动力响应．结果表明：通廊对提高高层转运站结构整体刚度效果显著；转运站结构的侧向水平振动主要受低频激振力的影响；相对于选用钢筋混凝土“门式”剪力墙加固方案，增设交叉钢支撑更适合作为一种临时加固方案．
Abstract:
In order to improve the design and capacity of collision anti-vibration of high-rise transfer station, dynamic characteristics and responses of vibration of high-rise transfer station were studied. Based on numerical analysis, the original structure and computing models of two strengthening scheme were simulated. Dynamic analysis and displacement response of vibrations were analyzed. The results indicate that corridors have significant effects on the increase of the overall stiffness of transfer station. It also can conclude that lateral horizontal vibration of transfer station is obvious only under low frequency exciting force. Compared to the door-sheer wall strengthening scheme, cross- bracing scheme is more suitable as a temporary reinforcement scheme.

参考文献/References:

[1] 李德葆, 陆秋海. 工程振动试验分析[M].北京:清华大学出版社.2004.
LI Debao, LU Qiuhai. Analysis of experiment in engineering vibration [M]. Beijing: Tsinghua University Press, 2004.
[2] HAGER M, HINTZ A. The energy-saving design of belts for Long conveyor-systems[J]. Bulk Solids Handing, 1993,13(4):749-758.
[3] FUNKE H, FONNEKER K. Experimental envestigation and theory for the design of a Long distance belt conveyor system [J]. Bulk Solids Handling,1988,8(5): 208-216.
[4] YOSHIDA I, KUROSE H, FUKUI S, et al. Parameter identification on active control of a structural model [J]. Smart Materials and Structures, 1995, 4(1): 82-90.
[5] 牟广兴. 转运站的荷载取值问题探讨[J]. 矿业工程.2008, (4):51-53.
MO Guangxing. Study of load data determining of transfer station [J]. Mining Engineering, 2008, (4):51-53.
[6] 陈建.通廊转运站振动分析及减振设计[D]. 西安: 西安建筑科技大学, 2011.
CHEN Jian. The vibration analysis and vibration reduction design on corridor transfer station structure[D]. Xi’an: Xi’an Univ. of Arch. & Tech., 2011.
[7] 安道星, 栗润萍.煤矿用长运距大运量带式输送机的制动动态分析[J].煤矿机械,2009,30 (1):95-97.
AN Daoxing, LI Runping. Large coal mine with long distance conveyor volume of analysis of dynamic brake [J]. Coal Mine Machinery, 2009, 30(1):95-97.
[8] 陈绍元, 杨丹. 通廊转运站结构减振分析[J]. 武汉理工大学学报,2007, 29(7):126-129.
CHEN Shaoyuan, YANG Dan. Vibration Analysis to the structure of the vestibule transportation station [J]. Journal of Wuhan University of Technology, 2007,29(7):126-129.

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备注/Memo

备注/Memo:
收稿日期：2014-12-26 修改稿日期：2015-07-31
基金项目：中建股份有限公司科技研发项目（CECSC-2009-Z31）
作者简介：薛建阳（1970-），男，河南洛阳人，博士，教授，主要从事型钢-混凝土组合结构及其抗震性能研究．Email：jianyang_xue@163.com
更新日期/Last Update: 2015-10-30