Hybrid tests on the seismic behavior of high-strength steel composite Y-eccentrically braced frames

被引:0
|
作者
Li T.-F. [1 ]
Su M.-Z. [1 ,2 ]
Sui Y. [1 ,2 ]
Zhao K. [1 ]
Zhang Q. [1 ]
Wang L.-L. [3 ]
机构
[1] School of Civil Engineering, Xi'an University of Architecture & Technology, Xi'an
[2] Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education (XAUAT), Xi'an
[3] First Industrial Design and Research Institute of China United Engineering Co., Ltd., Hangzhou
来源
Gongcheng Lixue/Engineering Mechanics | 2021年 / 38卷 / 02期
关键词
High strength steel; Hybrid test; Link; Substructure; Y-eccentrically braced frame;
D O I
10.6052/j.issn.1000-4750.2020.05.0271
中图分类号
学科分类号
摘要
As a novel structural system, the high-strength steel composite Y-eccentrically braced frame (Y-HSS-EBF) combines the advantages of the high strength of high-strength steel and the large energy dissipation capacity of the eccentrically braced frame. To investigate the seismic performance of Y-HSS-EBF structures, a series of substructure hybrid tests were conducted with a three-story three-span Y-HSS-EBF as the prototype. The bottom-story steel frame with Y-eccentric brace of the prototype was taken as the experimental substructure, and the rest of the prototype was taken as the numerical substructure in OpenSees to establish the substructure hybrid test model. According to the hybrid test results, the validity of the hybrid test model was verified, and the main seismic performance indexes of the hybrid test model were analyzed. The results show that during different earthquakes, the test results of the hybrid test model were in good agreement with the numerical simulation results of the global structure. During a seldom earthquake, the plastic deformation of the experimental substructure mainly occurred at the web of the link, whereas the beam-columns and braces of the experimental substructure remained in the elastic domain, which conformed to the concept of multi-aspect seismic fortification. Copyright ©2021 Engineering Mechanics. All rights reserved.
引用
收藏
页码:221 / 231
页数:10
相关论文
共 20 条
  • [1] Rides J M, Popov E P., Inelastic link element for EBF seismic analysis, Journal of Structural Engineering, 120, 2, pp. 441-463, (1994)
  • [2] Mansour N, Christopoulos C, Tremblay R., Experimental validation of replaceable shear links for eccentrically braced steel frames, Journal of Structural Engineering, 137, 10, pp. 1141-1152, (2011)
  • [3] Shayanfar M A, Barkhordari M A, Rezaeian A R., Experimental study of cyclic behavior of composite vertical shear link in eccentrically braced frames, Steel and Composite Structures, 12, 1, pp. 13-29, (2012)
  • [4] Code for seismic design of buildings
  • [5] Ban Huiyong, Shi Gang, Shi Yongjiu, Et al., Experimental investigation and modeling of residual stress in I sections welded by Q460 high strength steel, Engineering Mechanics, 31, 6, pp. 60-69, (2014)
  • [6] Li Guoqiang, Lu Huibao, Zhang Chao, Experimental research on post-fire mechanical properties of Q690 steel, Journal of Building Structures, 38, 5, pp. 109-116, (2017)
  • [7] Yang Wenxia, Gu Qiang, Song Zhensen, Et al., Response modification factor R and overstrength factor Ω of Y-eccentric braced steel frame, Engineering Mechanics, 29, 10, pp. 129-136, (2012)
  • [8] Mehmet Bakr B, Sina K A, Cem T., Development of detachable replaceable links for eccentrically braced frames, Earthquake Engineering & Structural Dynamics, 48, 10, pp. 1134-1155, (2019)
  • [9] Duan Liusheng, Su Mingzhou, Jiao Peipei, Et al., Experimental study on seismic behavior of high strength steel composite Y-type eccentrically braced frames, Journal of Building Structures, 35, 12, pp. 89-96, (2014)
  • [10] Wang Feng, Su Mingzhou, Li Shen, Et al., Experimental study on seismic behavior of multi-storey high strength steel composite Y-eccentrically braced steel frame, China Civil Engineering Journal, 49, 3, pp. 64-71, (2016)