STUDY ON SEISMIC PERFORMANCE OF THE JOINT OF PRESTRESSED CONCRETE PIPE PILES

Rong Xian; Li Pengfei

doi:10.13204/j.gyjz201308020

Volume 43 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(8): 94-97

Rong Xian, Li Pengfei. STUDY ON SEISMIC PERFORMANCE OF THE JOINT OF PRESTRESSED CONCRETE PIPE PILES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 94-97. doi: 10.13204/j.gyjz201308020

Citation:

Rong Xian, Li Pengfei. STUDY ON SEISMIC PERFORMANCE OF THE JOINT OF PRESTRESSED CONCRETE PIPE PILES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 94-97. doi: 10.13204/j.gyjz201308020

Rong Xian, Li Pengfei. STUDY ON SEISMIC PERFORMANCE OF THE JOINT OF PRESTRESSED CONCRETE PIPE PILES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 94-97. doi: 10.13204/j.gyjz201308020

Citation:

Rong Xian, Li Pengfei. STUDY ON SEISMIC PERFORMANCE OF THE JOINT OF PRESTRESSED CONCRETE PIPE PILES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 94-97. doi: 10.13204/j.gyjz201308020

PDF( 0 KB)

STUDY ON SEISMIC PERFORMANCE OF THE JOINT OF PRESTRESSED CONCRETE PIPE PILES

doi: 10.13204/j.gyjz201308020

1.
School of Civil Engineering,Hebei University of Technology,Tianjin 300401,China

Received Date: 2012-10-29
Publish Date: 2013-08-20

Abstract

Abstract

Prestressed concrete pipe pile is applied widely.Pipe pile and pile cap joints are structural weaknesses that can easily break under a earthquake, thus resulting in serious consequences.By changing the connection form of a pipe pile and pile cap, and imposing cyclic loading on the structure to simulated seismic wave, it was studied on pipe pile load-displacement hysteresis, ductility etc.Test results showed that adding non-prestressed rebar within the filled pipe pile could increase evidently the bearing capacity of pipe piles;and using to non-prestressed rebar dowels inserted at an angle in the connection between the cap and pipe pile could have a great improvement on the structural ductility and seismic energy dissipation of the joint.
- PHC,
- pipe pile,
- anchor form,
- seismic performance,
- joint

FullText(HTML)

References(8)

References

[2] 刘惠珊.桩基震害及原因分析日本阪神大地震的启示[J].工程抗震,1999(1):37－43.

完平平.预应力混凝土管桩抗震分析及思考[J].广东科技,2009(3):79－80.

[3] Tam C M, Thomas K L, Tong Tony, et al. Diagnosis of?PRestRessed ConcRete Pile Defects Using PRobabilistic NeuRal?NetwoRks[J].EngineeRing StRuctuRes,2004,26:1155－1162.

[4] 杜福生.预应力高强混凝土管桩(PHC)抗震性能的探讨[J].福建建筑,2009(3):57－58.

[5] GB 134762009先张法预应力混凝土管桩[S].

[6] DB 29－1102010预应力混凝土管桩技术规程[S].

[7] JGJ 10196建筑抗震试验规程[S].

[8] 倪诗阁.结构试验中屈服变形的确定方法[J].工业建筑,1996,26(8):45－50.

Relative Articles

[1]	LI Junyu, FANG Zhi, TANG Shoufeng, LIAO Yuan, WANG Zhiwei. Experimental Research on Stress Relaxation Properties of CFRP Rods[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 13-21. doi: 10.3724/j.gyjzG24032004
[2]	YANG Hangdong. Experimental Research on Seismic Performance of Prefabricated CFST Composite Column-Reinforced Concrete Beam Joints[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 133-140. doi: 10.3724/j.gyjzG23082308
[3]	FANG Yuan, YU Feng, LI Zilong, TAN Siyong, YANG Zhixin. Quasi-Static Loading Tests and Numerical Simulations of Restoring Force Characteristics of T-Joints Between PCCC Columns and RC Ring Beams[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 160-168. doi: 10.3724/j.gyjzG23011501
[4]	WU Junlin, YANG Hui, GUO Zhengxing. Numerical Analysis of Seismic Performance of Local Post-Tensioned Prestressed Assembled Concrete Frame Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 29-34,28. doi: 10.13204/j.gyjzG22081301
[5]	WANG Weiyong, YANG Qibo, LIANG Zhanshuo, OU Ying, JIANG Xianchun. Seismic Response of the Joint Between Steel Truss Concrete Composite Shear Wall and Steel Coupling Beam[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 39-48. doi: 10.13204/j.gyjzG22040401
[6]	PANG Rui, WANG Yixiao, XU Zhu, WANG Lu, LEI Hongbing. RESEARCH ON SEISMIC PERFORMANCES OF PREFABRICATED SRCT SHEAR WALL STRUCTURE WITH HORIZONTAL CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 35-41. doi: 10.13204/j.gyjzG20032209
[7]	CAI, Xiaoning, MENG, Shaoping. RESEARCH ON FORM AND DESIGN METHOD OF THE PRESTRESSED SELF-CENTERING CONCRETE FRAME JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 7-11,6. doi: 10.13204/j.gyjz202001002
[8]	Wang Tiecheng, Wang Wenjin, Zhao Hailong, Yang Zhijian. SEISMIC PERFORMANCE OF DIFFERENT PRESTRESSED HIGH STRENGTH CONCRETE PIPE PILES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(07): 84-89.
[9]	Rong Xian, Xu Xiaozhe, Li Yanyan. EXPERIMENTAL RESEARCH ON ASEISMIC BEHAVIOR OF PRESTRESSED HIGH STRENGTH CONCRETE PIPE PILES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 72-75. doi: 10.13204/j.gyjz201307017
[10]	Huang Yingsheng, Tang Changhui, Zhang Shimin. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF FRAME SIDE JOINTS IN STEEL HIGH- STRENGTH REINFORCED CONCRETE WITH DOG- BONE CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 139-145. doi: 10.13204/j.gyjz2011205027
[11]	Gao Danying, Zhang Junwei. EXPERIMENTAL INVESTIGATION ON SEISMIC BEHAVIOR OF STEEL FIBER REINFORCED HIGH- STRENGTH CONCRETE FRAME EXTERIOR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 84-89,28. doi: 10.13204/j.gyjz2011205015
[12]	Zhao Yana, Yu Zhixiang, Zhao Shichun. STUDY ON MECHANICAL PROPERTIES OF LARGE STEEL UNDERPINNING TRUSS-STCC JOINT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 90-94. doi: 10.13204/j.gyjz201110022
[13]	Wang Hailiang, Yang Xinlei, Ren Quanchang, Dong Peng. EXPERIMENTAL STUDIES OF CFT COLUMN TO H-BEAM CONNECTIONS UNDER CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 114-119. doi: 10.13204/j.gyjz201107025
[14]	Yao Guohuang, Chen Yiyan, Huang Yongjun, Pan Donghui, Zheng Xiaoying, Xu Wenjie. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF JOINT OF CFST COLUMN-RC BEAM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(2): 97-101,69. doi: 10.13204/j.gyjz201102023
[15]	Wang Tiecheng, Zhang Xuehui, Zhao Hailong, Qi Jianwei. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF EXTERIOR JOINTS WITH SPECIALLY SHAPED COLUMNS REINFORCED BY FIBER[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 46-50,72. doi: 10.13204/j.gyjz201001013
[16]	Wang Qingxiang, Zhao Pengzhan, Guan Hongbo. AN EXPERIMENTAL STUDY ON THE SEISMIC BEHAVIOR OF CONCRETE－FILLED GFRP TUBE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 70-74. doi: 10.13204/j.gyjz201004016
[17]	Wen Yuping, Wang Qingxiang. EXPERIMENT RESEARCH ON ASEISMATIC BEHAVIOR OF JOINTS OF HEAVY-LOAD STEEL TUBE COLUMNS FILLED WITH STEEL-REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 20-22,8. doi: 10.13204/j.gyjz200803006
[18]	Lu Tie-jian, Xiao Lin-hong. STUD CONNECTOR.S INFLUENCE ON ASEISMIC PERFORMANCE OF SC BEAM-RC COLUMN JOINT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 67-70. doi: 10.13204/j.gyjz200712016
[19]	Mao Weifeng, Wu Yuntian, Xiao Yan, Anderson J.C., Nie Jianguo. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF BOLTED STEEL BEAM TO RC COLUMN CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 1-4. doi: 10.13204/j.gyjz200511001
[20]	Guo Jinshi, Yin Xinsheng. STUDY ON FORCED PERFORMANCE TEST OF EDGE JOINTS FOR REINFORCED CONCRETE FLAT BEAMS WITH EDGE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 76-78. doi: 10.13204/j.gyjz200510023