Engineering Mechanics ›› 2018, Vol. 35 ›› Issue (7): 39-46.doi: 10.6052/j.issn.1000-4750.2017.03.0204

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STUDY ON HYSTERETIC MODEL AND SEISMIC PERFORMANCE OF DAMPING ENERGY DISSPATION BRACE WITH SELF-CENTERING CAPABILITY

XU Long-he1, WANG Kun-peng1, XIE Xing-si1, LI Zhong-xian2   

  1. 1. School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;
    2. Key Laboratory of Coast Civil Structure Safety of China Ministry of Education, Tianjin University, Tianjin 300072, China
  • Received:2017-03-15 Revised:2017-09-08 Online:2018-07-25 Published:2018-07-26

Abstract: On the basis of a traditional magnetorheological (MR) damper, a novel damping energy dissipation brace with self-centering capability is developed. A restoring force calculation model, the improved double Bouc-Wen model, is established to portray the hysteretic behaviors of the damping energy dissipation brace by improving the traditional Bouc-Wen model, which is simulated in Simulink environment, and the simulation results are compared with the finite element analysis results. The secondary development program of the improved double Bouc-Wen model is carried out based on OpenSees platform, and using a 9-story benchmark steel frame structure as a numerical example, the comparisons of the seismic performances between a structure with the damping energy dissipation braces and a structure with buckling restrained braces (BRBs) are conducted. The hysteretic curves obtained from the double Bouc-Wen model agree well with those obtained from the finite element simulation, and the flag-shaped hysteretic behaviors of the brace can be accurately portrayed by the proposed improved double Bouc-Wen model. The maximum interstory drift and residual deformation of a steel frame structure after earthquakes are effectively reduced, so that the structure with damping energy dissipation brace exhibits a good recovery performance.

Key words: self-centering performance, Bouc-Wen model, hysteretic behavior, seismic performance, residual deformation

CLC Number: 

  • TU352.1
[1] Asgarian B, Amirhesari N. A comparison of dynamic nonlinear behavior of ordinary and buckling restrained braced frames subjected to strong ground motion[J]. The Structural Design of Tall and Special Buildings, 2008, 17(2):367-386.
[2] 周云, 钱洪涛, 褚洪民, 等. 新型防屈曲耗能支撑设计原理与性能研究[J]. 土木工程学报, 2009, 42(4):64-71. Zhou Yun, Qian Hongtao, Chu Hongmin, et al. A study on the design principle and performance of a new type of buckling-restrained brace[J]. China Civil Engineering Journal, 2009, 42(4):64-71. (in Chinese)
[3] Ma H W, Cho C. Feasibility study on a super-elastic SMA damper with re-centering capability[J]. Materials Science and Engineering, 2008, 473(1-2):290-296.
[4] Ma H W, Michael C H Y. Modeling of a self-centering damper and its application in structural control[J]. Journal of Constructional Steel Research, 2011, 67(4):656-666.
[5] 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]. Journal of Structural Engineering, 2008, 134(1):96-107.
[6] Tremblay R, Lacerte M, Christopoulos C. Seismic response of multistory buildings with self-centering energy dissipative steel braces[J]. Journal of Structural Engineering, ASCE, 2008, 134(1):108-120.
[7] Miller D J, Fahnestock L A, Eatherton M R. Self-centering buckling-restrained braces for advanced seismic performance[C]//Proceedings of the 2011 Structures Congress, Las Vegas, USA:ASCE, 2011:960-970.
[8] Miller D J, Fahnestock L A, Eatherton M R. Development and experimental validation of a nickel-titanium shape memory alloy self-centering buckling-restrained brace[J]. Engineering Structures, 2012, 40:288-298.
[9] Xu L H, Fan X W, Lu D C, et al. Hysteretic behavior studies of self-centering energy dissipation bracing system[J]. Steel and Composite Structures, 2016, 20(6):1205-1219.
[10] Xu L H, Fan X W, Lu D C, et al. Development and experimental verification of a pre-pressed spring self-centering energy dissipation brace[J]. Engineering Structures, 2016, 127:49-61.
[11] Xu L H, Fan X W, Li Z X. Cyclic behavior and failure mechanism of self-centering energy dissipation braces with pre-pressed combination disc springs[J]. Earthquake Engineering and Structural Dynamics, 2016, 46(7):1065-1080.
[12] 徐龙河, 樊晓伟, 代长顺, 等. 预压弹簧自恢复耗能支撑受力性能分析与试验研究撑的约束比取值研究[J]. 建筑结构学报, 2016, 37(9):142-148. Xu Longhe, Fan Xiaowei, Dai Changshun, et al. Mechanical behavior analysis and experimental study on pre-pressed spring self-centering energy dissipation brace[J]. Journal of Building Structures, 2016, 37(9):142-148. (in Chinese)
[13] 丁阳, 张路, 姚宇飞, 等. 阻尼力双向调节磁流变阻尼器的性能测试与滞回模型[J]. 工程力学, 2010, 27(2):228-234. Ding Yang, Zhang Lu, Xiao Yufei, et al. Performance test and hysteresis model of MR damper with bidirectional adjusting damping force[J]. Engineering Mechanics, 2010, 27(2):228-234. (in Chinese)
[14] 张路. 新型磁流变阻尼器及大跨度空间结构半主动控制体系研究[D]. 天津:天津大学, 2010:15-20. Zhang Lu. New MR dampers and semi-active control system of long-span spatial structures[D]. Tianjin:Tianjin University, 2010:15-20. (in Chinese)
[15] Weber F. Bouc-Wen model-based real-time force tracking scheme for MR dampers[J]. Smart Materials and Structures, 2013, 22(4):045012.
[16] 高向宇, 张慧, 杜海燕, 等. 防屈曲支撑恢复力的特点及计算模型研究[J]. 工程力学, 2011, 28(6):19-28. Gao Xiangyu, Zhang Hui, Du Haiyan, et al. Study on characterization and modeling of buckling-restrained brace[J]. Engineering Mechanics, 2011, 28(6):19-28. (in Chinese)
[17] 吴从晓, 周云, 邓雪松. 钢铅粘弹性阻尼器试验研究[J]. 工程力学, 2012, 29(3):150-155. Wu Congxiao, Zhou Yun, Deng Xuesong. Experimental study on steel-lead viscoelastic damper[J]. Engineering Mechanics, 2012, 29(3):150-155. (in Chinese)
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