Research on the Influence of Different Parameters on the Hysteretic Performance of Buckling-Constrained Prefabricated Beam-Column Joints

ZHANG Ailin; LI Ying; JIANG Ziqin; ZHANG Like

doi:10.3724/j.gyjzG23021614

Volume 55 Issue 1

Jan. 2025

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2025 > 55(1): 65-74

ZHANG Ailin, LI Ying, JIANG Ziqin, ZHANG Like. Research on the Influence of Different Parameters on the Hysteretic Performance of Buckling-Constrained Prefabricated Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 65-74. doi: 10.3724/j.gyjzG23021614

Citation:

ZHANG Ailin, LI Ying, JIANG Ziqin, ZHANG Like. Research on the Influence of Different Parameters on the Hysteretic Performance of Buckling-Constrained Prefabricated Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 65-74. doi: 10.3724/j.gyjzG23021614

Citation:

ZHANG Ailin, LI Ying, JIANG Ziqin, ZHANG Like. Research on the Influence of Different Parameters on the Hysteretic Performance of Buckling-Constrained Prefabricated Beam-Column Joints[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 65-74. doi: 10.3724/j.gyjzG23021614

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Research on the Influence of Different Parameters on the Hysteretic Performance of Buckling-Constrained Prefabricated Beam-Column Joints

doi: 10.3724/j.gyjzG23021614

ZHANG Ailin^1,2,3,
LI Ying¹,
JIANG Ziqin^{1,2
,
,},
ZHANG Like¹

1. College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China;
2. Beijing Engineering Research Center of High-Rise and Large-Span Prestressed Steel Structure, Beijing University of Technology, Beijing 100124, China;
3. Beijing Advanced Innovation Center for Future City Design, Beijing University of Civil Engineering and Architecture, Beijing 100044, China

Received Date: 2023-02-16
Available Online: 2025-03-28

Abstract

Abstract

A new type of prefabricated beam-column joint with buckling constraints is proposed, which has better energy dissipation capacity and is easy to repair after earthquakes. The joint consists of a steel tube column with cantilever beam and an intermediate beam. The cantilever beam and the intermediate beam are connected by a buckling constraint connection device, which can effectively improve the ductility of the structure while ensuring the plastic damage control. The quasi-static analysis of eight cases with different parameters was carried out by finite element simulations to study the influence of different parameters on the mechanical properties and failure modes of the joint, and then the key parameters affecting the bearing energy dissipation capacity and buckling constraint effects of the joint were determined. The results showed that the bearing energy dissipation capacity of the joint increased significantly with the increase of the thickness and strength of the flange cover plate. As the stiffening height of the outer flange cover plate increased, the spacing between the inner flange cover plate and the web connector decreased and the stiffening degree of the web connector increased, the buckling constraint effect of the joint could be significantly enhanced. Too few high-strength bolts would cause premature slip of the flange cover plate, which would affect the bearing energy dissipation capacity of the joint.
- buckling-constrained,
- perfabricated beam-column joint,
- numerical analysis,
- hysteretic performance

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References(23)

References

[1]	张爱林. 工业化装配式高层钢结构体系创新、标准规范编制及产业化关键问题[J]. 工业建筑, 2014, 44(8): 1-6 ,38.
[2]	张爱林. 工业化装配式多高层钢结构住宅产业化关键问题和发展趋势[J]. 住宅产业, 2016(1): 10-14.
[3]	COHEN M B, SPOLTER L, GRAHAM L S, et al. Lessons learned from the northridge earthquake[J]. Clinical Nuclear Medicine, 1994, 19(9): 845-845.
[4]	SCOTT A C, MICHAEL D E, JOHN L G. Retrofit of pre-northridge moment-resisting connections[J]. Journal of Structural Engineering, 2000, 126(4): 445-452.
[5]	KIM T, WHITTAKER A S, GILANI A S J, et al. Experimental evaluation of plate-reinforced steel moment-resisting connections[J]. Journal of Structural Engineering, 2002, 128(4): 483-491.
[6]	王燕, 董立婷. 梁端腋板加强节点抗震性能试验研究[J]. 土木工程学报, 2014, 47(7): 9-17.
[7]	张艳霞, 叶全喜, 王路遥. 钢框架梁端加强-螺栓全拼接节点的抗震性能有限元分析[J]. 土木工程与管理学报, 2011, 28(3): 308-312.
[8]	郁有升, 张颜颜, 李建峰, 等. 一种新型梁柱装配式刚性节点滞回性能研究[J]. 建筑钢结构进展, 2014, 16(2): 1-5 ,12.
[9]	陈以一,张梁,王拓.无加劲冷成型方钢管-H 形钢梁翼缘板焊接节点受拉性能试验研究[J].建筑结构学报,2011,32(5) : 24-31.
[10]	李启才,顾强,陈爱国. 带悬臂梁段拼接的梁柱连接循环荷载试验研究[J]. 建筑结构学报, 2003(4):54-59.
[11]	张爱林, 郭志鹏, 刘学春, 等. 带Z字形悬臂梁段拼接的装配式钢框架节点抗震性能试验研究[J]. 工程力学, 2017, 34(8): 31-41.
[12]	王燕, 高鹏, 郁有升,等. 钢框架梁端翼缘扩大型节点低周反复荷载试验研究[J]. 建筑结构学报, 2010(4): 94-101.
[13]	SANG H O, YOUNG J K, HONG S R. Seismic performance of steel structures with slit dampers[J]. Engineering Structures, 2009, 31(9): 1997-2008.
[14]	HOOMAN F, SASSAN E. A modified moment resisting connection for ductile steel frames:numerical and experimental investigation[J]. Journal of Constructional Steel Research, 2009, 65(10/11): 2040-2049.
[15]	刁延松, 任义建, 杨元强, 等. 带有摩擦耗能组件的可更换拼接连接节点抗震性能研究[J]. 吉林大学学报(工学版), 2023(2): 1-11.
[16]	ZHANG A L, ZHANG H, JIANG Z Q, et al. Low cycle reciprocating tests of earthquake-resilient prefabricated column-flange beam-column joints with different connection forms[J]. Journal of Constructional Steel Research, 2020, 164,105771.
[17]	JIANG Z Q, YANG X F, DOU C, et al. Cyclic testing of replaceable damper: earthquake-resilient prefabricated column-flange beam-column joint [J]. Engineering Structures, 2019, 183: 922-936.
[18]	张爱林, 吴靓, 姜子钦, 等. 端板型装配式钢结构梁柱节点受力机理研究[J]. 工业建筑, 2017, 47(7): 6-12.
[19]	张爱林, 张振宇, 姜子钦, 等. 可修复的装配式钢框架梁柱节点非线性静力分析[J]. 建筑科学与工程学报, 2017, 34(4): 1-8.
[20]	姜子钦, 杨晓峰, 张爱林, 等. 可恢复功能装配式中柱节点耗能装置试验研究[J]. 建筑结构学报, 2020, 41(1): 10-18.
[21]	程魁魁. 可恢复功能装配式槽钢开洞梁柱节点及框架抗震性能研究[D]. 北京:北京工业大学,2019.
[22]	中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017—2017[S]. 北京:中国建筑工业出版社, 2018.
[23]	JIANG Z Q, DOU C, GUO Y L, et al. Theoretical study on design methods for pinned assembled BRB with flat core[J]. Engineering Structures, 2017, 133: 1-13.