STUDY OF STABLE TRANSITION BETWEEN OLD LOWER AND NEW UPPER STRUCTURAL STORIES

Li Shulin; Li Shuxiang; Yang Bin

doi:10.13204/j.gyjz200512025

Volume 35 Issue 12

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(12): 91-93

Li Shulin, Li Shuxiang, Yang Bin. STUDY OF STABLE TRANSITION BETWEEN OLD LOWER AND NEW UPPER STRUCTURAL STORIES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 91-93. doi: 10.13204/j.gyjz200512025

Citation:

Li Shulin, Li Shuxiang, Yang Bin. STUDY OF STABLE TRANSITION BETWEEN OLD LOWER AND NEW UPPER STRUCTURAL STORIES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 91-93. doi: 10.13204/j.gyjz200512025

Li Shulin, Li Shuxiang, Yang Bin. STUDY OF STABLE TRANSITION BETWEEN OLD LOWER AND NEW UPPER STRUCTURAL STORIES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 91-93. doi: 10.13204/j.gyjz200512025

Citation:

Li Shulin, Li Shuxiang, Yang Bin. STUDY OF STABLE TRANSITION BETWEEN OLD LOWER AND NEW UPPER STRUCTURAL STORIES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 91-93. doi: 10.13204/j.gyjz200512025

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STUDY OF STABLE TRANSITION BETWEEN OLD LOWER AND NEW UPPER STRUCTURAL STORIES

doi: 10.13204/j.gyjz200512025

1.
1. Engineering Appraisal and Strengthening Center,Nanjing University of Technology Nanjing 210009;
2.
2. Jiangsu Radio and TV University Nanjing 210036

Received Date: 2005-07-20
Publish Date: 2005-12-20

Abstract

Abstract

It is mainly described the connection method between old lower and new upper columns both of which are concrete and the connection method between lower concrete columns and upper steel columns.The stable structural transition between old and new stories shall be ensured.The whole structure can thus withstand the horizontal wind load and earthquake load effectively.
- structure,
- modification,
- connection,
- configuration

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References(4)

References

[2] GB50017-2003 钢结构设计规范

GB50010-2002 混凝土结构设计规范

[3] CECS25:90 混凝土结构加固技术规范

[4] 李树林.国产结构胶植筋粘结试验和植筋施工工艺的研究.北京:中国环境科学出版社,2002

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