Research on the Influence of Self-Centering Devices with Different Energy Dissipation Ratios on the Seismic Performance of Prefabricated Steel Frame Systems

JIANG Ziqin; HAN Wei; ZHANG Like; ZHANG Wenying; WANG Wei

doi:10.3724/j.gyjzG25032403

Volume 56 Issue 9

Sep. 2026

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2026 > 56(9): 173-183

JIANG Ziqin, HAN Wei, ZHANG Like, ZHANG Wenying, WANG Wei. Research on the Influence of Self-Centering Devices with Different Energy Dissipation Ratios on the Seismic Performance of Prefabricated Steel Frame Systems[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(9): 173-183. doi: 10.3724/j.gyjzG25032403

Citation:

JIANG Ziqin, HAN Wei, ZHANG Like, ZHANG Wenying, WANG Wei. Research on the Influence of Self-Centering Devices with Different Energy Dissipation Ratios on the Seismic Performance of Prefabricated Steel Frame Systems[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(9): 173-183. doi: 10.3724/j.gyjzG25032403

Citation:

JIANG Ziqin, HAN Wei, ZHANG Like, ZHANG Wenying, WANG Wei. Research on the Influence of Self-Centering Devices with Different Energy Dissipation Ratios on the Seismic Performance of Prefabricated Steel Frame Systems[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(9): 173-183. doi: 10.3724/j.gyjzG25032403

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Research on the Influence of Self-Centering Devices with Different Energy Dissipation Ratios on the Seismic Performance of Prefabricated Steel Frame Systems

doi: 10.3724/j.gyjzG25032403

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. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China

Received Date: 2025-03-24
Available Online: 2026-11-07

Abstract

Abstract

Research indicates that self-centering structures can rapidly restore structural functionality with minimal post-earthquake repairs， which aligns with the resilient seismic design philosophy. By incorporating self-centering prestressed prefabricated steel beam-column joints （SPPSJs） and self-centering prestressed steel column bases （SPSCBs） into steel frames， a prefabricated self-centering steel frame system （SCSF） is developed. This study focuses on investigating the influence of energy dissipation ratios of self-centering devices on the seismic performance of the SCSF. Simplified finite element models of SPPSJs and SPSCBs were developed using OpenSEES， and their computational accuracy was validated. A six-story steel frame was designed to systematically analyze the effects of SPPSJs and SPSCBs with varying energy dissipation ratios on the seismic response of the SCSF. The results indicated that， compared with the rigidly connected steel frame， the SCSF significantly reduced the residual displacement （with a maximum reduction of 93.74%）， but the post-earthquake acceleration increased. Increasing the energy dissipation ratios of the SPPSJ and SPSCB effectively reduced the peak displacement at the top floor， the residual displacement at the top floor， the peak velocity at the top floor， the peak acceleration at the top floor， the maximum story drift ratio， and the residual story drift ratio of the SCSF， but had an insignificant impact on the peak base shear. It is recommended that the SCSF be used in conjunction with damping devices.
- steel frame system,
- self-centering beam-column joint,
- self-centering column base,
- energy dissipation ratio,
- seismic time-history analysis,
- seismic performance

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References(22)

References

[1]	MAHIN S A. Lessons from damage to steel buildings during the Northridge earthquake[J]. Engineering Structures,1998,20（4/5/6）:261-270.
[2]	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.
[3]	张爱林,张艳霞,刘学春. 震后可恢复功能的预应力钢结构体系研究展望[J]. 北京工业大学学报,2013,39（4）:507-515.
[4]	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.
[5]	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.
[6]	ZHANG A L,CHEN X,JIANG Z Q,et al. Experiment on seismic behavior of earthquake-resilience prefabricated cross hinge column foot joint[J]. Journal of Constructional Steel Research,2022,189:107056.
[7]	吕西林,武大洋,周颖. 可恢复功能防震结构研究进展[J]. 建筑结构学报,2019,40（2）:1-15.
[8]	邱灿星,杜修力. 自复位结构的研究进展和应用现状[J]. 土木工程学报,2021,54（11）:11-26.
[9]	张爱林,郭康,周宝儒,等. 复合承载型自复位梁柱节点有限元研究[J]. 工业建筑,2021,51（1）:86-93.
[10]	KAMPERIDIS V C,KARAVASILIS T L,VASDRAVELLIS G. Self-centering steel column base with metallic energy dissipation devices[J]. Journal of Constructional Steel Research,2018,149:14-30.
[11]	姜子钦,陈攀琪,王帅,等. 带自复位柱脚节点钢框架静力性能研究[J]. 工业建筑,2024,54（8）:70-77.
[12]	FAN M,GUO H C,LI S,et al. Seismic performance of vertex-rotation type self-centering link beam equipped with SMA bars[J]. Journal of Constructional Steel Research,2024,217:108624.
[13]	冯玉龙,李超男,种迅,等. 碟簧螺栓连接柱脚节点滞回模型与性能研究[J]. 建筑钢结构进展,2024,26（11）:85-95.
[14]	KIM H J,CHRISTOPOULOS C. Seismic design procedure and seismic response of post-tensioned self-centering steel frames[J]. Earthquake Engineering& Structural Dynamics,2009,38（3）:355-376.
[15]	EATHERTON M R,FAHNESTOCK L A,MILLER D J. Computational study of self-centering buckling-restrained braced frame seismic performance[J]. Earthquake Engineering& Structural Dynamics,2014,43（13）:1897-1914.
[16]	WANG Y W,ZHOU Z,ZENG B,et al. Performance-based plastic design methodology of dual self-centering steel braced frames[J]. Journal of Constructional Steel Research,2024,216:108575.
[17]	丁玉坤,刘洋涛. 碟簧自复位防屈曲支撑滞回性能试验与模拟[J]. 哈尔滨工程大学学报,2022,43（10）:1424-1432.
[18]	JIANG Z Q,CHEN M L,YANG Z S,et al. Cyclic loading tests of self-centering prestressed prefabricated steel beam-column joint with weakened FCP[J]. Engineering Structures,2022,252:113578.
[19]	JIANG Z Q,CHEN P Q,NIU Z Y,et al. Design theory of self-centering column foot joint with dog bone weakened flange cover plate[J]. Structures,2024,69:107589.
[20]	中华人民共和国住房和城乡建设部. 建筑结构荷载规范:GB 50009—2012[S]. 北京:中国建筑工业出版社,2012.
[21]	中华人民共和国住房和城乡建设部. 建筑抗震设计规范（2016年版）:GB 50011—2010[S]. 北京:中国建筑工业出版社,2016.
[22]	Federal Emergency Management Agency. Seismic performance assessment of buildings:[S]. Washington D C:Applied Technology Council,2018.