THE SEISMIC CONSTRUCTIONAL DISPOSALON THE COLUMN BASE JOINT OF STEEL FRAME ADDING STORY ON THE TOP OF A TALL BUILDING

Yang Xiaoming; Zhou Dongming; Li Haifeng

doi:10.13204/j.gyjz200709026

Volume 37 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(9): 113-114,118

Yang Xiaoming, Zhou Dongming, Li Haifeng. THE SEISMIC CONSTRUCTIONAL DISPOSALON THE COLUMN BASE JOINT OF STEEL FRAME ADDING STORY ON THE TOP OF A TALL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 113-114,118. doi: 10.13204/j.gyjz200709026

Citation:

Yang Xiaoming, Zhou Dongming, Li Haifeng. THE SEISMIC CONSTRUCTIONAL DISPOSALON THE COLUMN BASE JOINT OF STEEL FRAME ADDING STORY ON THE TOP OF A TALL BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(9): 113-114,118. doi: 10.13204/j.gyjz200709026

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THE SEISMIC CONSTRUCTIONAL DISPOSALON THE COLUMN BASE JOINT OF STEEL FRAME ADDING STORY ON THE TOP OF A TALL BUILDING

doi: 10.13204/j.gyjz200709026

1.
Qingdao Technological University Qingdao 266033

Received Date: 2007-04-20
Publish Date: 2007-09-20

Abstract

Abstract

To quarantee the seismic behavior of adding frame steel structure and the integrity between adding structure andoriginal structure, the steel base joint is the key to the project of adding story. It is analysed the configurationof column basejoint of steel frame structure adding story when the original structure is a concrete frame structure, and it is pointed out theseismic inadequacy of the base joint used at present, and a new seismic constructional disposal of the joint of steel frameadding story on the top of a tall building is suggested.
- tall buildings,
- steel frame adding story,
- column base joint construction,
- seismic performance

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References(7)

References

.刘晶波, 杜义欣, 费毕刚, 等. 某大厦的加层加固设计与施工. 工业建筑, 2006, 36(10 ): 93-96

.高靖斌, 张慧英, 吴文献. 某框架结构办公楼的加层加固设计. 工业建筑,2006, 36(9): 92-94

.张涛, 王元清, 石永久, 等. 多层建筑顶部轻钢加层柱脚节点的设计与构造. 施工技术, 2005, 34(10): 36-38

.李星英, 魏才昂. 钢结构连接节点设计手册. 第二版. 北京: 中国建筑工业出版社,2005

.GB 50017-2003 钢结构设计规范

.杨晓明. 钢筋混凝土框架抗震加固人机交互程序的开发与研究.工业建筑,2004, 34(11 ): 75-77

.杨晓明. 钢筋混凝土框架抗震鉴定人机交互程序的开发与研究.工业建筑,2004, 34(8): 84-86

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