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

Turn off MathJax

Article Contents

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

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

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

Citation:

PDF( 5446 KB)

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

FullText(HTML)

References(14)

References

[1]	吴刚, 冯德成.装配式混凝土框架节点基本性能研究进展[J].建筑结构学报, 2018, 39(2):1-16.
[2]	PARK P, BULL D K. Seismic resistance of frames incorporating precast prestressed concrete beam shells[J]. Journal Prestressed Concrete Institute, 1986, 31(4):54-93.
[3]	ERTAS O, OZDEN S, OZTURAN T. Ductile connections in precast concrete moment resisting frames[J]. PCI Journal, 2006, 51(3):66-76.
[4]	冯杰. 带楼板的圆钢管约束型钢混凝土柱-钢梁外加强环式节点抗震性能研究[D].西安:长安大学, 2021.
[5]	张祥威.预制装配式钢骨混凝土组合柱基节点抗震性能研究[J].工业建筑, 2021, 51(7):137-144.
[6]	苗小燕. 装配式混凝土框架结构新型梁柱型钢连接节点研究[D].北京:北京建筑大学, 2016.
[7]	谷伟, 张馨心, 李忠培, 等.装配式框架结构新型梁柱节点抗震性能试验[J].工业建筑, 2019, 49(5):57-61.
[8]	陈瑞. 装配式混凝土构件型钢连接及截面力学性能研究[D].长沙:中南林业科技大学, 2021.
[9]	聂建国, 王宇航.ABAQUS中混凝土本构模型用于模拟结构静力行为的比较研究[J].工程力学, 2013, 30(4): 59-67 , 82.
[10]	中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010—2010[S].北京:中国建筑工业出版社, 2010.
[11]	王文达.钢管混凝土柱-钢梁外环板节点抗弯承载力计算方法[J].土木建筑与环境工程, 2011, 33(4):29-34.
[12]	王璐. 叠合板式预制拼装综合管廊中节点抗震性能研究[D].上海:上海应用技术大学, 2020.
[13]	陈庆军, 潘忠尧, 蔡健.冷挤压套筒连接装配式梁柱节点抗震性能试验研究[J].东南大学学报(自然科学版), 2019, 49(5):918-925.
[14]	马富强. 预制混凝土梁柱型钢连接节点抗震性能研究[D].柳州:广西科技大学, 2020.