Research on Seismic Performance of PC Beam-Column Joints Connected with Section Steel

HU Xibing; FAN Zhoujun; SUN Huaijing; ZHOU Ying

doi:10.3724/j.gyjzG23031806

Volume 54 Issue 7

Jul. 2024

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2024 > 54(7): 78-84

Ji Guangyao. STUDY ON SOME KEY ISSUES RELATING TO USE OF RECYCLED AGGREGATE CONCRETE AS A STRUCTURAL MATERIAL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 98-101. doi: 10.13204/j.gyjz201003022

Citation:

HU Xibing, FAN Zhoujun, SUN Huaijing, ZHOU Ying. Research on Seismic Performance of PC Beam-Column Joints Connected with Section Steel[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 78-84. doi: 10.3724/j.gyjzG23031806

Ji Guangyao. STUDY ON SOME KEY ISSUES RELATING TO USE OF RECYCLED AGGREGATE CONCRETE AS A STRUCTURAL MATERIAL[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 98-101. doi: 10.13204/j.gyjz201003022

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Research on Seismic Performance of PC Beam-Column Joints Connected with Section Steel

doi: 10.3724/j.gyjzG23031806

1. College of Civil Engineering, Central South University of Forestry and Technology, Changsha 410004, China;
2. China Railway Urban Construction Group Corporation Limited, Changsha 411100, China

Received Date: 2023-03-18
Available Online: 2024-08-16

Abstract

Abstract

In order to study the seismic performance of PC beam-column joints connected with section steel, the general finite element analysis software was used to analyze the seismic performance indexes such as hysteretic curves and skeleton curves of PC beam-column joints connected with section steel. Through comparative analysis and changes of joint parameters, the influence of axial compression ratio of column top and steel strength on seismic performance of joints was discussed. By using the superposition method and curve fitting method, a simplified formula for calculating the total energy consumption of PC beam-column joints connected with section steel was proposed, and the reliability of the formula was verified by calculating with the results of several literature. The research results showed that the seismic performance of PC beam-column joints connected with section steel was good, the concrete strength, steel strength, section steel thickness and beam column section height of the joints had obvious influence on the seismic performance of the joints, and the simplified calculation formula of the total energy consumption of the joints had high calculation accuracy, which can be used for the calculation and analysis of the total energy consumption of PC beam-column joints connected with section steel and cast-in-place reinforced concrete joints.
- PC beam column joint connected with section steel,
- seismic performance,
- finite element analysis,
- total energy consumption

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References(14)

References

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