Experimental Research on Seismic Performance of Precast Columns with Intermediate Connections

LI Hui; OU Ying; GAO Wenjun; XU Hu; YANG Zeng; YU Zhixiang

doi:10.3724/j.gyjzG22102901

Volume 54 Issue 4

Apr. 2024

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2024 > 54(4): 39-45

Wang Chunwu. SEISMIC ANALYSIS OF MASONRY-INFILLED FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 14-16. doi: 10.13204/j.gyjz200702004

Citation:

LI Hui, OU Ying, GAO Wenjun, XU Hu, YANG Zeng, YU Zhixiang. Experimental Research on Seismic Performance of Precast Columns with Intermediate Connections[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 39-45. doi: 10.3724/j.gyjzG22102901

Wang Chunwu. SEISMIC ANALYSIS OF MASONRY-INFILLED FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 14-16. doi: 10.13204/j.gyjz200702004

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Experimental Research on Seismic Performance of Precast Columns with Intermediate Connections

doi: 10.3724/j.gyjzG22102901

LI Hui^1,2,
OU Ying¹,
GAO Wenjun^{1,3
,
,},
XU Hu^1,3,
YANG Zeng¹,
YU Zhixiang¹

1. School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China;
2. China Railway First Survey and Design Institute Group Co., Ltd., Xi'an 710043, China;
3. Southwest Jiaotong University Chengdu Design Institute Co., Ltd., Chengdu 610031, China

Received Date: 2022-10-29
Available Online: 2024-05-29

Abstract

Abstract

A precast column with intermediate connections and a cast-in-place column of the same size were designed and manufactured, and the quasi-static test of the two specimens was conducted. The experimental results showed that the ultimate failure mode of the precast column with intermediate connections was the plastic hinge zone failure at the bottom of the column and the steel failure at the joint connection. The hysteresis curve of the precast column with intermediate connections was full, and the energy dissipation performance was equivalent to that of the cast-in-place column. The initial stiffness of the precast column with intermediate connections was slightly lower than that of the cast-in-place column, and the final stiffness was basically consistent with the cast-in-place column. The ductility coefficient of the precast column with intermediate connections was 3.1, which was 89% of the cast-in-place column, and the ductility performance was weak. When the connection interface did not fail, the seismic performance of the precast column was equivalent to that of the cast-in-place column.
- precast column,
- pseudo-static test,
- energy dissipation capability,
- ductility

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References(14)

References

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