STRUCTURAL DESIGN OF RECONSTRUCTION OF AN OFFICE BUILDING WITH BRICK MASONRY

Yang Xiaoming; Zhang Chaoying

doi:10.13204/j.gyjz200406005

Volume 34 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(6): 13-14

HUANG Xin, LI Yi, ZHU Xudong, HU Xueying, LYU Yang. DAMAGE ANALYSIS OF HIGH-RISE BUILDING STRUCTURES WITH ASYMMETRIC VERTICAL SETBACKS UNDER RARE EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 79-84. doi: 10.13204/j.gyjz202006013

Citation:

Yang Xiaoming, Zhang Chaoying. STRUCTURAL DESIGN OF RECONSTRUCTION OF AN OFFICE BUILDING WITH BRICK MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 13-14. doi: 10.13204/j.gyjz200406005

Citation:

Yang Xiaoming, Zhang Chaoying. STRUCTURAL DESIGN OF RECONSTRUCTION OF AN OFFICE BUILDING WITH BRICK MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 13-14. doi: 10.13204/j.gyjz200406005

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STRUCTURAL DESIGN OF RECONSTRUCTION OF AN OFFICE BUILDING WITH BRICK MASONRY

doi: 10.13204/j.gyjz200406005

Yang Xiaoming¹,
Zhang Chaoying²

1.
1. Xi'an University of Architectural and Technology Xi'an 710055;
2.
2. Qingdao College of Architectural and Engineering Qingdao 266033

Received Date: 2003-10-20
Publish Date: 2004-06-20

Abstract

Abstract

During the reconstruction of an office building, the load transfer path of the original girders and foundation had been changed by composite column and composite foundation, which could meet the needs of architectural function and save the investment.
- reconstruction of building,
- load transfer path,
- combined column,
- composite foundation

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References(2)

References

[2] 万墨林,韩继云.混凝土结构加固技术.北京:中国建筑工业出版社,1991

CECS25:90混凝土结构加固技术规程

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