RENOVATION AND REINFORCEMENT DESIGN OF A FRAMED OFFICE BUILDING

Zhang Xuewei; Liu Weidong; Zhang Li; Zhao Yan; Yan Yinkun

doi:10.13204/j.gyjz201102028

Volume 41 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(2): 123-126,122

Zhang Xuewei, Liu Weidong, Zhang Li, Zhao Yan, Yan Yinkun. RENOVATION AND REINFORCEMENT DESIGN OF A FRAMED OFFICE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 123-126,122. doi: 10.13204/j.gyjz201102028

Citation:

Zhang Xuewei, Liu Weidong, Zhang Li, Zhao Yan, Yan Yinkun. RENOVATION AND REINFORCEMENT DESIGN OF A FRAMED OFFICE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 123-126,122. doi: 10.13204/j.gyjz201102028

Citation:

PDF( 0 KB)

RENOVATION AND REINFORCEMENT DESIGN OF A FRAMED OFFICE BUILDING

doi: 10.13204/j.gyjz201102028

1.
1. Department of Civil Engineering,University of Shanghai for Science and Technology,Shanghai 200093,China;
2.
2. Shanghai Construction Design &Research Institute Co.Ltd,Shanghai 200093,China;
3.
3. Department of Architectural,Shanghai University,Shanghai 200093,China

Received Date: 2010-10-04
Publish Date: 2011-02-20

Abstract

Abstract

The extension-story design of a framed office building is introduced.First the dynamic characteristics of the structure with directive adding stores are analyzed,and what structural members should be reinforced are determined.Weak stiffness,low bearing capacity and detail design problems of the old frame can be found.Second,the design of anti-seismic strengthening is carried out and attention should be paid to coordination with the other departments.Finally,the dynamic characteristics of the designed structure are tested,and that satisfied the various requirements of current code.The design is one of the reinforcement programs of the project,which can be reference for other projects.
- frame structure,
- extension-story,
- axial compression ratio,
- story drift,
- seismic strengthening

FullText(HTML)

References(7)

References

GB503672006混凝土结构加固设计规范[S];

[2] GB500112001建筑抗震设计规范[S];

[3] 06SG3111混凝土结构加固构造[S];

[4] 卜良桃, 周靖.混凝土结构加固设计规范算例[M].北京:中国建筑工业出版社, 2008;

[5] 左成平, 左明汉.混凝土结构粘结加固设计与算例[M].北京:中国建筑工业出版社, 2008;

[6] 吴永河.某公寓楼的抗震加固设计[J].工程抗震与加固改造, 2009, 31(2):82－85;

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

Relative Articles

[1]	LIU Chengqing, XU Dibing, ZHANG Huaxin. Seismic Strengthening Design and Analysis of a Boiler Steel Frame[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 237-245. doi: 10.13204/j.gyjzG22050603
[2]	WU Mai, MA Shiqi, ZHAO Xin. Research on Performance-Based Shock-Absorbing Reinforcement of a High-Rise SRC Frame Structure[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(10): 68-74. doi: 10.13204/j.gyjzG20102914
[3]	Gu Qian, Li Bo, Bitewlgn M． Getahune, Peng Yujia. EXPERIMENTAL STUDY OF EARTHQUAKE-DAMAGED RC FRAME COLUMNS STRENGTHENED WITH SPRAYED HYBRID BF-CFRP[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 185-191. doi: 10.13204/j.gyjz201508034
[4]	Zhu Zhijun Zhang Qing Tan Yongqiang Zhou Xiangjiang, . RESEARCH ON EQUIVALENT ANALYSIS OF TRUSS BEAMS OF PREFABRICATED STEEL FRAME STRUCTURE WITH DIAGONAL BRACING JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 24-30. doi: 10.13204/j.gyjz201510005
[5]	Zhao Lingxian, Zheng Qizhen, Yang Jue, Liu Guojun, Ye Minjian. INSERTING LAYERS RECONSTRUCTION DESIGN FOR AN INDUSTRIAL WORKSHOP[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(04): 162-166.
[6]	Li Yanyan, Wang Meng, Zhang Jianxin, Liu Kun. EFFECT OF AXIAL COMPRESSION RATIO ON SEISMIC BEHAVIOR OF SPECIALLY SHAPED COLUMNS WITH HIGH STRENGTH STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 62-65. doi: 10.13204/j.gyjz201304013
[7]	Cen Wenxiang, Zhang Yaoting. STUDY ON THE EFFECTS OF AXIAL COMPRESSION RATIO ON SEISMIC CAPACITY OF PRESTRESSED CONCRETE FRAME[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 65-70,110. doi: 10.13204/j.gyjz201309012
[8]	Zhu Lanlan, Zheng Qizhen, Wang Dong, Yang Jue. SEISMIC APPRAISAL AND STRENGTHENING DESIGN OF A STOREY-ADDING-FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 160-163,65. doi: 10.13204/j.gyjz201201031
[9]	Yan Hua, Li Ronghua. ASEISMIC PERFORMANCE ANALYSIS OF A MOMENT FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 136-140. doi: 10.13204/j.gyjz201109031
[10]	Si Jintao, Zhou Zhiyun. DISCUSSION ON SEISMIC APPRAISAL AND REINFORCING OF A MEDICAL TECHNOLOGY BUILDING WITH ADDING STEEL STRUCTURE EXTRA-FLOORS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 135-138,134. doi: 10.13204/j.gyjz201106029
[11]	Ouyang Yu, Zhang Wenjie. ANALYSIS OF THE SEISMIC EFFECTS FOR THE SEISMIC RETROFIT OF A CONCRETE FRAME WITH BUCKLING-RESTRAINED BRACES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 118-121. doi: 10.13204/j.gyjz200911027
[12]	Liu Lin, Bai Guoliang, Li Xiaowen, Li Hongxing, Zhao Chunlian. DISPLACEMENT-BASED SEISMIC DESIGN METHOD OF RC FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 1-5. doi: 10.13204/j.gyjz200905001
[13]	Wang Qin, Yang Lihua, Zhang Xin. STRUCTURE STRENGTHENING DESIGN OF A FRAME-SHEAR WALL BUILDING WITH TWELVE FLOORS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 115-117. doi: 10.13204/j.gyjz20081028
[14]	Wu Shuguang, Chang Yejun. SOME PROBLEMS OF THE SEISMIC DESIGN AND BLUEPRINT CHECKUP OF RC FRAME STRUCTURE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 46-50. doi: 10.13204/j.gyjz200706012
[15]	Yan Jihong, Yu Liu. LIMITATION OF AXIAL-LOAD RATIO OF REINFORCED CONCRETE FRAME COLUMNS STRENGTHENED WITH AFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 104-106. doi: 10.13204/j.gyjz200706027
[16]	Ai Bing, Wu Minzhe, Guo Di, Wang lixin. EXPERIMENT ON SEISMIC BEHAVIOR OF 4-STORY R.C. FRAME WITH BROAD-LIMB SPECIAL SHAPE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 11-13,10. doi: 10.13204/j.gyjz200702003
[17]	Sun Wei-wei, Meng Shao-ping, Wu Jing. RESEARCH ON SEISMIC CAPACITY OF PRESTRESSED CONCRETE FRAME STRUCTURES WITH LARGE LONGITUDINAL LENGTH[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 23-26. doi: 10.13204/j.gyjz200605007
[18]	Liu Jin-gbo, Du Yi-xin, Fei Bi-gang, Wang Yan, Liu Yang-bing. THE STOREY-ADDING AND REINFORCEMENT DESIGN AND CONSTRUCTION FOR A BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(10): 93-96. doi: 10.13204/j.gyjz200610026
[19]	Gao Jingbin, Zhang Huiying, Wu Wenxian. EXTENSION_STORY AND REINFORCEMENT DESIGN OF A FRAMED OFFICE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 92-94.
[20]	Yang Xiaoming, Wang Xintang, Li Peizhen, Zhang Liande. DEVELOPMENT AND STUDY OF MAN\\|COMPUTER INTERACTION PROGRAM FOR ASEISMIC STRENGTHENING OF RC FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 75-77. doi: 10.13204/j.gyjz200411020