Experimental Research on Seismic Performance of Pin-Connected Steel Frame Structures with Different Braces

LI Ran; SHU Ganping; HU Bo; CHEN Shitong

doi:10.13204/j.gyjzG21082504

Volume 53 Issue 11

Nov. 2023

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2023 > 53(11): 168-174

Zeng Qingxiang, Liang Huanhua, Xiao Zhilan, Li Fayao. CALCULATION METHODS OF CRACKING MOMENT AND ULTIMATE FAILURE MOMENT OF PRESTRESSED HIGH STRENGTH CONCRETE PIPE PILES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 68-72. doi: 10.13204/j.gyjz201001018

Citation:

LI Ran, SHU Ganping, HU Bo, CHEN Shitong. Experimental Research on Seismic Performance of Pin-Connected Steel Frame Structures with Different Braces[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 168-174. doi: 10.13204/j.gyjzG21082504

Citation:

PDF( 7983 KB)

Experimental Research on Seismic Performance of Pin-Connected Steel Frame Structures with Different Braces

doi: 10.13204/j.gyjzG21082504

LI Ran^1,2,
SHU Ganping³,
HU Bo^{4
,
,},
CHEN Shitong^1,2

1. School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China;
2. Hebei Engineering Innovation Center for Traffic Emergency and Guarantee, Shijiazhuang 050043, China;
3. School of Civil Engineering, Southeast University, Nanjing 211189, China;
4. Department of Engineering Mechanics, Shijiazhuang Tiedao University, Shijiazhuang 050043, China

Received Date: 2021-08-25

Abstract

Abstract

Two 1∶2 scaled single-span pin-connected steel frame structures with two floors were designed and fabricated. One is pin-connected steel frame with common braces (FMB) as the comparison frame, and the other is pin-connected steel frame with self-centering energy dissipation braces (FMD). The experimental study and comparative analysis of the two frames under quasi-static loading were carried out. The results showed that the out-of-plane instability and buckling occured in FMB during the loading process, local warpage also occurred in the beam-brace connection zone. The FMB was almost no energy dissipation capacity or self-centering capability. Self-centering energy dissipation devices in FMD played the energy dissipation and self-centering function, and other components kept in the elastic. After loading, no damage occurred to the structure. The structure possessed good energy dissipation capability and could restored to its initial station after loading. Compared to FMB, FMD owned about the same yielding load, higher sidesway resistance, greater ductility, stronger energy dissipation and self-centering capacity.
- self-centering,
- energy dissipation,
- pin-connected steel frame structure,
- seismic performance,
- experimental study

FullText(HTML)

References(14)

References

[1]	CHRISTOPOULOS C, TREMBLAY R, KIM H J, et al. Self-centering energy dissipative bracing system for the seismic resistance of structures:development and validation[J]. Structural Engineering, 2008, 134(1):96-107.
[2]	TREMBLAY R, LACERTE M, CHRISTOPOULOS C. Seismic response of multi-storey buildings with selfcentering energy dissipative steel braces[J]. Structural Engineering, 2008, 134(1):108-120.
[3]	刘璐,吴斌.自复位防屈曲支撑钢框架减振效果分析[J].建筑结构学报, 2016, 37(4):93-101.
[4]	CHOU C C, CHEN Y C. Development of steel dual-core self-centering braces:quasi-static cyclic tests and finite element analyses[J]. Earthquake Spectra, 2015, 31(1):247-272.
[5]	CHOU C C, CHUNG P T, CHENG Y T. Experimental evaluation of large-scale dual-core self-centering braces and sandwiched buckling-restrained braces[J]. Engineering Structures, 2016(116):12-25.
[6]	王坤鹏.新型自复位阻尼耗能支撑设计与抗震性能研究[D].北京:北京交通大学, 2017.
[7]	MA H W, CHOU C. Feasibility study on a super-elastic SMA damper with recentering capability[J]. Materials Science and Engineering, 2008, 473(1/2):290-296.
[8]	SPEICHER M, HODGSON D E, DESROCHES R, et al. Shape memory alloy tension/compression device for seismic retrofit of buildings[J]. Journal of Materials Engineering and Performance, 2009, 18(5/6):746-753.
[9]	MILLER D J, FAHNESTOCK L A, EATHERTON M R. Self-centering buckling-restrained braces for advanced seismic performance[C]//Structures Congress. 2011:960-970.
[10]	ZHU S, ZHANG Y. Seismic behavior of self-centering braced frame buildings with reusable hysteretic damping brace[J]. Earthquake Engineering and Structural Dynamics, 2010, 36(10):1329-1346.
[11]	LIU Y, WANG C L, WU J. Development of a new partially restrained energy dissipater:experimental and numerical analyses[J]. Journal of Constructional Steel Research, 2018(147):367-379.
[12]	徐龙河,要世乾.自复位耗能支撑滞回性能试验研究与有限元分析[J].建筑结构学报, 2018, 39(11):158-165.
[13]	QIU C X, ZHU S Y. Performance-based seismic design of self-centering steel frames with SMA-based braces[J]. Engineering Structures, 2017(130):67-82.
[14]	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.

Relative Articles

[1]	BU Yang, ZHANG Ping. Finite Element Analysis on Seismic Performance of Buckling-Restrained Butterfly-Shaped Steel Plate Wall[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 62-69,208. doi: 10.13204/j.gyjzG20041801
[2]	WANG Weiyong, YANG Qibo, LIANG Zhanshuo, OU Ying, JIANG Xianchun. Seismic Response of the Joint Between Steel Truss Concrete Composite Shear Wall and Steel Coupling Beam[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 39-48. doi: 10.13204/j.gyjzG22040401
[3]	LI Yun, LIU Yang, ZHANG Xianlong, HE Fujiangshan, FENG Ruoqiang. Research on Hysteretic Performance of Grid-Tube Double Steel Plate Shear Walls[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 32-38. doi: 10.13204/j.gyjzG21081212
[4]	BAI Zhengxian, CUI Hu, JIANG Ziqin, SHEN Cunjie, SU Lei, ZHANG Wenying. Influence of Different Parameters on Hysteretic Behavior of Corrugated Steel Plate Wall[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(11): 24-31,103. doi: 10.13204/j.gyjzG21122105
[5]	ZHENG, Liang, QIN, Cheng, ZHANG, Dapeng. RESEARCH ON STRUCTURAL INFLUENCING COEFFICIENT OF STEEL PLATE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 154-161. doi: 10.13204/j.gyjz202001025
[6]	WANG Wei, HAN Bin, WANG Wanzhi, HUANG Yuanzhao, HOU Mingyue. RESEARCH ON STIFFNESS MATCHING RELATIONSHIP BETWEEN EMBEDDED STEEL PLATE AND REPLACEABLE TOE DAMPER IN CORRUGATED STEEL PLATE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 111-117,87. doi: 10.13204/j.gyjz202004020
[7]	Zhao Jianli, Zhao Wei, He Huanhuan, Dong Changchun. EXPERIMENTAL RESEARCH ON VERTICALLY STIFFENED STEEL PLATE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(5): 119-124. doi: 10.13204/j.gyjz201505026
[8]	Yuan Changlu Hao Jiping Fang Chen, . SEISMIC BEHAVIOR OF STEEL FRAME-STEEL PLATE SHEAR WALL SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 142-147. doi: 10.13204/j.gyjz201507029
[9]	Zhao Wei, Duan Qingxing, Tong Genshu. STUDY OF ELASTIC-PLASTIC DESIGN TECHNOLOGY OF UNSTIFFENED STEEL PLATE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 146-151.
[10]	Wu Jingshu, Zhang Xinbin, He Mi. INFLUENCE OF OPENING ON SEISMIC BEHAVIOR OF STEEL PLATE REINFORCED CONCRETE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 30-35. doi: 10.13204/j.gyjz2001412006
[11]	Yuan Xiaojing, Zhao Wei. EXPERIMENT RESEARCH ON STEEL PLATE SHEAR WALL WITH HORIZONTAL STIFFENER[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 123-127. doi: 10.13204/j.gyjz2001412020
[12]	Tong Genshu, Tang Xuemei, Zhang Lei. ELASTIC STABILITY OF STEEL PLATE SHEAR WALL WITH CROSS STIFFENERS IN SHEAR[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 122-129. doi: 10.13204/j.gyjz201406027
[13]	Qian Kuan, Sun Yunlun, Yang Fang, Pan Rong, Tian Chunyu. EXPERIMENTAL STUDY OF MECHANICAL BEHAVIOR STEEL-CONCRETE SANDWICH COMPOSITE SHEAR WALLS UNDER COMPOSITE LOADING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 12-16. doi: 10.13204/j.gyjz2001412003
[14]	Zhao Wei, Zhou Guangen, Wu Chong, . ELASTIC BUCKLING PROPERTY OF STEEL PLATE SHEAR WALL WITH VERTICAL STIFFENERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 104-107. doi: 10.13204/j.gyjz201301023
[15]	Zheng Yue, Zhao Wei. ELASTIC BUCKLING ANALYSIS OF STEEL PLATE SHEAR WALL WITH ELASTIC RESTRAINT OF TWO SIDES UNDER THE ACTION OF SHEAR AND COMPRESSION FORCE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 124-126,130. doi: 10.13204/j.gyjz201109028
[16]	Li Ran, Guo Lanhui, Zhang Sumei. HYSTERETIC ANALYSIS OF STRENGTHENED STEEL PLATE SHEAR WALL CONNECTED WITH FRAME BEAMS ONLY[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 107-113. doi: 10.13204/j.gyjz201107024
[17]	Li Yan, Hao Jiping, Zhou Qi, Xie Qi, Guo Hongchao. EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF STEEL PLATE SHEAR WALL WITH UNSTIFFENED WELDED-BOLTED CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 101-106,100. doi: 10.13204/j.gyjz201107023
[18]	Zheng Yue, Zhao Wei. ELASTIC BUCKLING PROPERTIES OF STEEL PLATE SHEAR WALL UNDER SHEAR AND PRESSURE LOAD[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 105-109. doi: 10.13204/j.gyjz201108025
[19]	Xu Man, Wang Yuyin, Zhang Sumei. SHERA RESISTANCE BEHAVIOR OF TWO-SIDE CONNECTED STEEL-PLATE SHEAR WALL (SPSW)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 107-111. doi: 10.13204/j.gyjz200903028
[20]	Liao Fei-yu, Tao Zhong. EXPERIMENTS ON BEHAVIOR OF RC SHEAR WALLS FRAMED WITH DIFFERENT KINDS OF COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 31-34,118. doi: 10.13204/j.gyjz200712007