STRENGTHENING DESIGN OF LIGHT-WEIGHT STEEL MILL BUILDING WITH PORTAL FRAMES ARISED FROM INCREASED LOADING

Liao Xinjun; Wang Yuanqing; Shi Yongjiu; Chen Hong

doi:10.13204/j.gyjz200502025

Volume 35 Issue 2

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(2): 93-95

Liao Xinjun, Wang Yuanqing, Shi Yongjiu, Chen Hong. STRENGTHENING DESIGN OF LIGHT-WEIGHT STEEL MILL BUILDING WITH PORTAL FRAMES ARISED FROM INCREASED LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 93-95. doi: 10.13204/j.gyjz200502025

Citation:

Liao Xinjun, Wang Yuanqing, Shi Yongjiu, Chen Hong. STRENGTHENING DESIGN OF LIGHT-WEIGHT STEEL MILL BUILDING WITH PORTAL FRAMES ARISED FROM INCREASED LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 93-95. doi: 10.13204/j.gyjz200502025

Citation:

PDF( 0 KB)

STRENGTHENING DESIGN OF LIGHT-WEIGHT STEEL MILL BUILDING WITH PORTAL FRAMES ARISED FROM INCREASED LOADING

doi: 10.13204/j.gyjz200502025

1.
Department of Civil Engineering,Tsinghua University Beijing 100084

Received Date: 2004-08-20
Publish Date: 2005-02-20

Abstract

Abstract

Steel structures have a good reliability.But if their material strength is overly used,the structures maybe have much lower repertory.Once special loading applied to them was increased,the structures must be strengthened.This paper discusses some methods to strengthen light-weight steel mill buildings of portal frames with an actual example.
- portal frames,
- steel structure,
- strengthening design

FullText(HTML)

References(5)

References

[2] GB 50009-2001 建筑结构荷载规范

王元清,王喆,石永久,等.门式刚架轻型房屋钢结构厂房的加固设计.工业建筑,2001,31(8):60～62

[3] 江见鲸,王元清,龚晓南,等.建筑工程事故分析与处理.北京:中国建筑工业出版社,1998

[4] CECS 77:96 钢结构加固技术规范

[5] CECS 102:98 门式刚架轻型房屋钢结构技术规程

Relative Articles

[1]	HUANG Zujian, ZHOU Hao, YU Juan, LIN Borong. Research on Process-Based Carbon Emissions of Floor Construction of Prefabricated Steel Structures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 147-155. doi: 10.3724/j.gyjzG23112905
[2]	ZHOU Yiyi, SHU Zhan, ZHOU Qiang, SHEN Wei, WANG Jin. THE DESIGN OF LONG-SPAN CURVED SURFACE CURTAIN WALL STEEL STRUCTURE OF SHANGHAI INTERNATIONAL AVIATION SERVICE CENTER[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 177-185. doi: 10.13204/j.gyjz202005029
[3]	Jiang Li, Wang Yuanqing, Dai Guoxin, Zhang Tianshen. COMPARATIVE STUDY OF DESIGN METHODS FOR STEEL COLUMNS STRENGTHENED BY WELDING WHILE UNDER AXIAL AND ECCENTRIC LOAD IN DIFFERENT CODES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 159-164. doi: 10.13204/j.gyjz201502032
[4]	Zhou Liping, Ling Yun, Xu Bin. INTEGRATED OPTIMIZATION OF STEEL STRUCTURE AND CONTROL SYSTEM UNDER COUPLING EARTHQUAKE BASED ON ARTIFICIAL FISH SWARM ALGORITHM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 164-169. doi: 10.13204/j.gyjz2001407034
[5]	Liu Xuechun, Xu Axin, Zhang Ailin, Ma Jing, Cao Ming, Hui Yi, Zhao Yue. THE STATIC PERFORMANCE ANALYSIS AND EXPERIMENTAL RESEARCH OF THE JOINT IN MODULAR PREFABRICATED HIGH-RISE STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 27-34.
[6]	Deng Langni, Zhao Simin, Liao Ling, Yu Zhaohang, Ji Shuai. STUDY OF PRESTRESS LOSS OF STEEL STRUCTURE STRENGHTHENED WITH PRESTRESS CFRP PLATES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 147-150. doi: 10.13204/j.gyjz201402031
[7]	Wang Xueyan, Hu Changming, Mei Yuan, Liu Caihong. SECURITY ANALYSIS AND STRENGTHENING OF CONCRETE STRUCTURE WITH THROUGH DEFECT IN FRAME COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 150-153,169. doi: 10.13204/j.gyjz201308031
[8]	Xie Haijian, LüHenglin, Zhang Jie, Ye Yafei. REINFORCED DESIGN AND THE KEY CONSTRUCTION TECHNIQUE OF THE MAIN STRUCTURE OF BELT CORRIDOR IN A COAL MINE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 131-135. doi: 10.13204/j.gyjz201301029
[9]	Lin Xiangen. COMPARISON OF RELEVANT CHARACTERISTICS OF OPTIMIZED PORTAL FRAME WITH TRADITIONAL DESIGN AND A CHOICE OF SEVERAL REASONABLE DESIGN PARAMETERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 135-138. doi: 10.13204/j.gyjz201307030
[10]	Zhou Guangqiang, Liu Qingyang, Zhang Xin. STRUCTURE APPRAISAL AND REINFORCEMENT DESIGN FOR A STEEL PLANT' S OLD FACTORY BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 156-160. doi: 10.13204/j.gyjz201207027
[11]	Guo Yanlin, Jiang Ziqin, Wang Xiaoan, Liu Feng. RESEARCH ON DESIGN METHOD OF THE KEY JOINTS OF SINUSOIDAL WEB GABLED FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 55-64,178. doi: 10.13204/j.gyjz201207007
[12]	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
[13]	Li Yongguo. STRUCTURAL DESIGN OF ENLARGED-STOREY AND EXTENSION FOR AN EXISTING RC FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 110-113. doi: 10.13204/j.gyjz201007027
[14]	Chen Shaofan. REVIEW AND OUTLOOK FOR CODE FOR DESIGN OF STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 1-4,12. doi: 10.13204/j.gyjz200906001
[15]	Hu Zongwen, Wang Yuanqing, Shi Yongjiu, Liu Ming. ANALYSIS AND TREATMENT OF ACCIDENT IN MILL BUILDINGS OF LIGHT-WEIGHT STEEL STRUCTURE WITH PORTAL FRAME AFTER SNOWSTORM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 120-123. doi: 10.13204/j.gyjz200907033
[16]	Ban Huiyong, Wang Yuanqing, Shi Yongjiu, Zhang Yong. OPTIMAL DESIGN ANALYSIS OF PORTAL FRAME OF ORDINARY STEEL STRUCTURE WORKSHOP WITH LIGHTWEIGHT ENCLOSURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 103-106. doi: 10.13204/j.gyjz200903027
[17]	Wang Xinling, Yao Zhangtang, Zhu Juntao, LüLin. STRENGTHENING ON SINGLE FUNDAMENTAL FOR A NEW STEEL STRUCTURAL FACTORY BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 114-116. doi: 10.13204/j.gyjz200809032
[18]	Lin Xiangen, Sheng Ermai. OPTIMAL DESIGN OF PORTAL FRAME UTILIZING PENALTY FUNCTION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 86-88. doi: 10.13204/j.gyjz200808022
[19]	Zheng Yun, Ye Lieping, Yue Qingrui. FRACTURE MECHANICS ANALYSIS OF STEEL STRUCTURES WITH FATIGUE DAMAGES STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 79-82. doi: 10.13204/j.gyjz200510024
[20]	Lin Gongding. DISCUSSION ON SEISMIC ACTION AND WIND LOAD OF PORTAL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 84-86,39. doi: 10.13204/j.gyjz200409025