ANALYSIS OF LATERAL RESTRICTION ON BEAM'S CARRYING CAPACITY OF FRAME STRUCTURE STRENGTHENED WITH EXTERNAL PRESTRESS TENDON

Zhang Ruiyun; Cao Shuangyin

doi:10.13204/j.gyjz200504011

Volume 35 Issue 4

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(4): 35-37,17

Zhang Ruiyun, Cao Shuangyin. ANALYSIS OF LATERAL RESTRICTION ON BEAM'S CARRYING CAPACITY OF FRAME STRUCTURE STRENGTHENED WITH EXTERNAL PRESTRESS TENDON[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 35-37,17. doi: 10.13204/j.gyjz200504011

Citation:

Zhang Ruiyun, Cao Shuangyin. ANALYSIS OF LATERAL RESTRICTION ON BEAM'S CARRYING CAPACITY OF FRAME STRUCTURE STRENGTHENED WITH EXTERNAL PRESTRESS TENDON[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 35-37,17. doi: 10.13204/j.gyjz200504011

Citation:

PDF( 0 KB)

ANALYSIS OF LATERAL RESTRICTION ON BEAM'S CARRYING CAPACITY OF FRAME STRUCTURE STRENGTHENED WITH EXTERNAL PRESTRESS TENDON

doi: 10.13204/j.gyjz200504011

1.
College of C ivil Engineering,Southeast University Nanjing 210096

Received Date: 2004-09-20
Publish Date: 2005-04-20

Abstract

Abstract

The state of section of frame beam strengthened with external prestress tendon is analyzed and pointed out that?the effect will be reduced because of the lateral restriction.With the theory of D-value, to consider the structure as anelastomer, computing method of the press force on beams section is addressed.Finally, the carrying capacity of frame beam?strengthened with prestress tendon is further analyzed, and relevant formula is deduced.
- externally prestressing,
- strengthen frame structure,
- concrete structure,

FullText(HTML)

References(2)

References

[2] 包世华, 方鄂华.高层建筑结构设计.北京:清华大学出版社, 1990.101~119

曹双寅, 邱洪兴, 王恒华.结构可靠性鉴定与加固技术.北京:中国水利电力出版社, 19991206;

Relative Articles

[1]	XUE Weichen, ZHANG Baozheng, CHEN Shengyang, JIANG Jiafei, GUO Dapeng. State of the Art on Mechanical Properties of Precast Prestressed Concrete Structures (for Buildings and Utility Tunnels)[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 9-20. doi: 10.3724/j.gyjzG24100801
[2]	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
[3]	Tong Youzhi, Zhu Jinzhang. EXPERIMENTAL STUDY ON REINFORCED CONCRETE BEAMS STRENGTHENED BY EXTERNALLY PRESTRESSED VERTICAL TENSIONING METHOD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 83-87. doi: 10.13204/j.gyjz201206018
[4]	Jiang Haibo, Huang Feixin, Deng Hui, Lin Binwei, Zou Ping. EXPERIMENTAL RESEARCH ON THE SERVICE PERFORMANCE OF SIMPLE-BEARING T-TYPE BEAMS REINFORCED BY EXTERNALLY PRESTRESSED TENDON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 74-78. doi: 10.13204/j.gyjz201006017
[5]	Li Junjun, Liu Xiaoqing. EXPERIMENTAL STUDY ON RAILWAY PLATE-GIRDER WITH THE EXTERNAL PRE-STRESSED REINFORCEMENT TECHNOLOGY[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 120-124,96. doi: 10.13204/j.gyjz201002028
[6]	Han Jianqiang, Li Zhenbao, Song Jia, Liu Chunyang. STUDY ON SEISMIC PERFORMANCE OF PRECAST PRESTRESSED REINFORCED CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 47-50. doi: 10.13204/j.gyjz201005009
[7]	Shu Hongbo, Zheng Jianjun, Zhang Shaohua. QUALIFICATION AND REINFORCEMENT OF CONCRETE STRUCTURES AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 25-27. doi: 10.13204/j.gyjz200908007
[8]	Jiang Haibo, Chen Rongzhuo, Zhao Renda. THE REHABILITATION OF THE THIRD SHIQIAO BRIDGE BY EXTERNAL PRESTRESSING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 16-19. doi: 10.13204/j.gyjz200908005
[9]	Han Jianqiang, Li Zhenbao, Song Xiaosheng. A NEW TYPE OF CONNECTION FOR ASSEMBLING CONCRETE FRAME:STUDY ON PRESTRESSED ASSEMBLING FRAME STRUCTURES CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 100-103. doi: 10.13204/j.gyjz200911023
[10]	Wang Yunfei, Meng Shaoping, Liu Xiaoyan. EXPERIMENTAL STUDY ON THE FLEXURAL BEHAVIOR OF REINFORCED CONCRETE CONTINUOUS BEAMS STRENGTHENED WITH EXTERNAL PRESTRESSING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 32-35. doi: 10.13204/j.gyjz200912009
[11]	Meng Shaoping, Wang Yunfei. DEFLECTION CONTROL OF REINFORCED CONCRETE BEAMS STRENGTHENED WITH EXTERNAL TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 29-31. doi: 10.13204/j.gyjz200912008
[12]	Si Bo, Qin Jin, Qian Yingxin, Li Guoli, Xu Ruilong. RESEARCH ON THE REINFORCED METHOD OF EXTERNAL PRESTRESSING IN BEIJING WORKERS' STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 30-32,21. doi: 10.13204/j.gyjz200812009
[13]	Jin Lingzhi, Fu Qiang, Tian Aiju, Xie Yulin. STUDY OF THE COMPARATIVE EXPERIMENT ON SIMPLE BEAMS AND FRAME BEAMS STRENGTHENED BY EXTERNALLY PRESTRESSED TECHNOLOGY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 56-58. doi: 10.13204/j.gyjz200803016
[14]	Zhang Ke, Ye Lieping, Yue Qingrui. EXPERIMENTAL STUDY ON CONCRETE BEAMS STRENGTHENED BY CARBON FIBER CABLES WITH EXTERNAL PRESTRESS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 104-108. doi: 10.13204/j.gyjz200804026
[15]	Yang Bo, Feng Xiaotong. STRENGTHENING REINFORCED CONCRETE PLATE BY EXTERNAL PRESTRESSING TECHNOLOGY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 106-107. doi: 10.13204/j.gyjz200710028
[16]	Chong Xun, Meng Shao-ping, Pan Qi-jian, Zhang Lin-zhen. STUDY ON FORM AND DESIGN APPROACH OF PRECAST PRESTRESSED CONCRETE FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 5-7. doi: 10.13204/j.gyjz200605002
[17]	Wu Jing, Lu Jia-ping, Li Jin. RESEARCH ON TEMPERATURE STRESS OF CONCRETE FRAME STRUCTURES WITH LARGE LONGITUDINAL LENGTH[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 20-22. doi: 10.13204/j.gyjz200605006
[18]	Xiong Xueyu, Gu Wei, Li Yaming. THE SYSTEMS OF EXTERNAL PRESTRESSING:STATE-OF-THE-ART REVIEW AND PROSPECTS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 50-53,60. doi: 10.13204/j.gyjz200407014
[19]	Gu Wei, Xiong Xueyu. THEORECTICAL INVESTIGATION OF EXTERNALLY PRESTRESSED STRUCTURES IN ELASTIC PHASE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 7-11,15. doi: 10.13204/j.gyjz200407002
[20]	Zhu Xiaowen, Sun Baojun, Shen Yingkun, Li Yanhe. FRAME STRENGTHENED WITH EXTERNAL PRESTRESSING STEEL TENDONS UNDER CYCLIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 80-82,66. doi: 10.13204/j.gyjz200412023