RESEARCH ON FORM AND DESIGN METHOD OF THE PRESTRESSED SELF-CENTERING CONCRETE FRAME JOINTS

CAI; Xiaoning; MENG; Shaoping

doi:10.13204/j.gyjz202001002

Volume 50 Issue 1

Jan. 2020

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Zhang Min, Ma Jianlin, Chai Rui, Wu Weisheng. STUDY OF INFLUENCE OF SHEAR RING ON FORCE AND DEFORMATION PROPERTIES OF STEEL TUBULAR COMPOSITE PILE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 67-72,88. doi: 10.13204/j.gyjz201311016

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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

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RESEARCH ON FORM AND DESIGN METHOD OF THE PRESTRESSED SELF-CENTERING CONCRETE FRAME JOINTS

doi: 10.13204/j.gyjz202001002

CAI¹,
Xiaoning²,
MENG³,
Shaoping¹

1. School of Civil and Harbor Engineering, Jiangsu Ocean University, Lianyungang 222005, China;
2. Key Laboratory of Concrete & Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing 210096, China;
3. Asset Management Co., Ltd., Changzhou Institute of Technology, Changzhou 213000, China

Received Date: 2019-03-01

Abstract

Abstract

A new type of prestressed precast concrete frame joint was proposed. The beam and column members of the joint were connected by prestressed tendons, angle steel and high-strength bolts. The joints showed good self-centering capability and energy consumption. A design method was proposed for the beam-column connections of the prestressed self-centering concrete frame joints based on the connection of angle steel and high-strength bolt. The contents of the design method included the bearing capacity limit state and normal service limit state in use stage and the working state in construction stage of the joints. The paper proposed the method for determining the design paramters, such as the area of prestressing tendon, the initial tension, the angle steel size, and the position of bolted connecting to the joints.
- prestressed,
- self-centering,
- angle steel,
- joints,
- design method

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References(14)

References

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