[1]成祎民,尚鹏,闫春生,等.多层转运站结构的振动控制与加固分析[J].西安建筑科技大学学报:自然科学版,2015,47(01):82-86.[doi:10.15986/j.1006-7930.2015.01.016]
 CHENG Yimin,SHANG Peng,YAN Chunsheng.Analysis on vibration control and repair of truck and coal transporting trestle[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(01):82-86.[doi:10.15986/j.1006-7930.2015.01.016]
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多层转运站结构的振动控制与加固分析()
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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01期
页码:
82-86
栏目:
出版日期:
2015-02-28

文章信息/Info

Title:
Analysis on vibration control and repair of truck and coal transporting trestle
文章编号:
1006-7930(2015)01-0082-04
作者:
成祎民;尚鹏;闫春生;
浙江工业大学工学部;浙江省衢州市建筑工程管理处;西安建筑科技大学土木工程学院;
Author(s):
CHENG Yimin1 SHANG Peng2 YAN Chunsheng3
1. Department of Engineering, Zhejiang University of Technology, Hangzhou 310023, China;2. Quzhou Construction Administration Bureau, Quzhou 324000, China;3. School of Civil Engineering, Xi’an Univ. of Arch. & Tech., Xi’an 710055, China
关键词:
转运站振动响应动力特性“门式”剪力墙
Keywords:
transfer station vibration response dynamic characteristics door-shape shear wall
分类号:
TU366;TU311.1
DOI:
10.15986/j.1006-7930.2015.01.016
文献标志码:
A
摘要:
为改进多层转运站结构设计,提高多层转运站结构的抗振动能力,研究了多层转运站结构的动力特性和动力响应.基于现场实测和调查,分析了多层转运站结构在增设钢支撑和钢筋混凝土门式剪力墙两种振动控制方案下结构的动力特性和动力响应.研究结果表明:以上两种加固方案均可减小结构发生共振的可能性并改善结构侧向变形的不均匀性.考虑施工工艺,可优先选用增设钢筋混凝土"门式"剪力墙的加固方案.对未设置楼板的框架楼层,也可增设"回"字形钢筋混凝土板,在提高结构整体性的同时兼有控制楼盖振动的作用.
Abstract:
In order to improve the design and vibration-resistant capacity of multi-story transfer station,dynamic characteristics and
responses of multi-story transfer station were studied. Based on the site test and investigations, two strengthening schemes such as
adding steel braces and door-shape shear walls were conducted and the dynamic responses were calculated. It indicates that the
adverse effects of the non-uniform deformation and multiple frequency resonance can be reduced by the both strengthening schemes.
Considering construction technology, priority scheme is door-shape shear wall strengthening scheme. The closed concrete floor can
be set at the floor level to improve the integrity of the structure and control the vibration of the floor.

参考文献/References:

[1] 徐建. 建筑振动工程手册[M]. 北京: 中国建筑工业出版社, 2002.
XU Jian. Handbook of building vibration engineering[M].Beijing: China Architecture & Building Press, 2002.
[2] 李国强, 李杰. 工程结构动力检测理论与应用[M]. 北京: 科学出版社, 2002.
LI Guoqiang, LI Jie. Dynamic test theories and its applications of engineering structures [M].Beijing: Science Press, 2002.
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LI Debao, LU Qiuhai. Analysis of engineering vibration test[M]. Beijing: Tsinghua University Press, 2004.
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[7] 徐忠根, 陈荣毅. 某工业厂房的检测与减振加固[J]. 四川建筑科学研究, 2004, 30(1): 48-51.
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[8] 北村春幸.基于性能设计的建筑振动解析[M].西安: 西安交通大学出版社, 2004.
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相似文献/References:

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 ZHAI Lei,XUE Jianyang,YAN Chunsheng,et al.Analysis on dynamic performances of transfer station structure[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(01):235.[doi:10.15986/j.1006-7930.2015.02.015]
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备注/Memo

备注/Memo:
收稿日期:2014-03-28 修改稿日期:2014-12-04
基金项目:浙江省教育厅自然科学基金项目(20061631)
作者简介:成祎民(1993-),男,主要从事结构设计与分析.E-mail:346674884 @qq.com
更新日期/Last Update: 1900-01-01