核筒悬挂建筑减振体系主结构的抗侧性能

涂永明; 吕志涛; 张继文; 陈杰; 钱洋

doi:10.13204/j.gyjz200812014

核筒悬挂建筑减振体系主结构的抗侧性能

doi: 10.13204/j.gyjz200812014

1.
1. 东南大学混凝土及预应力混凝土结构教育部重点实验室,南京 210096;
2.
2. 南京市民用建筑设计研究院,南京 210002;
3.
3. 东南大学建筑设计研究院,南京 210096

基金项目:

国家自然科学基金资助项目(50178018、50808039);教育部博士点基金新教师项目(20070286095);江苏省自然科学基金(BK2008148);华南理工大学亚热带建筑科学国家重点实验室开放研究项目(200824)

详细信息

作者简介:
涂永明,男,1978年8月出生,博士,讲师,E-mail:tuyongming@seu.edu.cn

计量
- 文章访问数: 76
- HTML全文浏览量: 4
- PDF下载量: 30
- 被引次数: 0
出版历程
- 收稿日期: 2008-07-11
- 刊出日期: 2008-12-20

LATERAL PERFORMANCE OF THE MAIN STRUCTURE OF CORE-TUBE SUSPENDED VIBRATION ABSORPTION SYSTEM

1.
1. Key Lab of C&PC Structure of Ministry of Education,Southeast University Nanjing 210096;
2.
2. Nanjing Municipal Institute of Civil Architecture Nanjing 210002;
3.
3. Architectural Design and Research Institute,Southeast University Nanjing 210096

摘要

摘要: 对核筒悬挂建筑减振体系主结构的抗侧性能进行了分析,结果表明:在倾覆力矩没有明显增加的前提下,考虑与箱基础倾斜耦合作用的主结构侧向位移比不考虑耦合作用的可能大1倍以上;当悬挂建筑结构的基准频率1不变时,其侧向振动幅值受上部结构阻尼比1和激励频率比的影响显著;推导出了正六边形核筒悬挂建筑主结构在不同抗震设防烈度时的名义高宽比限值,其中,在9度区高宽比限值比较小,因此不适合建造单核筒式悬挂建筑,但可以选择巨型框架式等其他形式。
- 悬挂建筑减振体系 /
- 抗侧性能 /
- P-Δ效应 /
- 耦合作用 /
- 高宽比
Abstract: The lateral performance of the main structure of core-tube suspended vibration absorption system is analyzed. The results show that the lateral displacement when considering coupling effect will possibly be twice as that without coupling effect consideration while the overturning moment almost keeps the constant value. When the first order frequency 1 of the suspended system is invariant,the displacement amplitude of the structure is affected remarkably by the damping ratio 1 of the superstructure and the stimulation frequency ratio . The nominal height-to-width ratios of the main structure of hexagonal core-tube suspended vibration absorption system under different seismic fortification intensities are derived. In the 9-degree seismic zone the height-to-width ratio is small,so the single-core-tube suspended building is not preferred,but other types of suspended system,for example,the mega-frame suspended system,can be slected.
- suspended vibration absorption system /
- lateral performance /
- P-Δ effect /
- coupling effect /
- height-to-width ratio

HTML全文

参考文献(10)

涂永明.CFBP索悬挂建筑结构静力和动力分析及研究:[博士学位论文].南京:东南大学,2005

[2] Peter Dunican.The Art of Structural Engineering.The Structural Engineer,1966,44(3):97-108

[3] Anon.Germans Hang Floors on Prestressed Members.Engineering News-record,1965:50-51

[4] 涂永明,吕志涛,张继文,等.正六边形核筒悬挂结构中简体受水平力作用的连续化分析.工业建筑,2008,38(增刊):152-158

[5] 邓志恒,秦荣.巨型框筒部分悬挂结构控制体系地震反应特性及阻尼控制研究.地震工程与工程振动,2002,22(4):133-138

[6] Zhang Y H,Liang Q Z.Asynchronous Driving Principle and Its Application to Vibration Control.Earthquake Engineefing and Structural Dynamics,2000.29(2):259-270

[7] 王肇民,邓洪洲,董军.高层巨型框架悬挂结构体系抗震性能研究.建筑结构学报,1999,20(1):23-30

[8] Feng M Q,Mira A.Vibration Control of Tall Building Using Mega Subeonfiguration.Journal of Engineering Mechanics,1995,121(10):1 082-1 088

[9] GB 50010-2002 混凝士结构设计规范

[10] JGJ 3-2002 高层建筑混凝土结构技术规程

施引文献

资源附件(0)

访问统计