Seismic Performance of Concrete-Filled Square Steel Tubular Column-Steel Beam Sleeve Joint

被引：0
|
作者：
Huang, Xiangong [1 ]
Xu, Man [1 ]
Guo, Nan [1 ]
Deng, Senwen [2 ]
Huang, Le [3 ]
机构：
[1] School of Civil Engineering, Northeast Forestry University, Harbin,150000, China
[2] School of Civil Engineering, Heilongjiang University, Harbin,150000, China
[3] Ping'an Construction Group Co., Ltd., Hangzhou,310000, China
来源：
Shock and Vibration | 2022年 / 2022卷
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The concrete-filled square steel tubular (S-CFST) structure has been widely used as a resistance system against earthquakes due to its good seismic performance. However, the application of the S-CFST structure is limited by its complex joint formulation. To overcome this shortcoming, a sleeve semirigid joint has been proposed, while its seismic performance has not been well examined. This study aims to discuss the behavior of sleeve joints with different parameters under low cyclic loading. The analysis results show that the simulation results of the finite element model established by ABAQUS were in good agreement with the experimental results, which further verified the good energy dissipation performance of the sleeve joint, and gave the design suggestions of the joint under different parameters to promote the engineering application of this type of joint. © 2022 Xiangong Huang et al.
引用
收藏
相关论文
共 50 条
  • [21] Seismic performance of concrete-filled steel tubular (CFST) column to reinforced concrete (RC) beam joints
    Qu, Hui
    Han, Lin-Hai
    Tao, Zhong
    Advances in Structural Engineering:Theory and Applications Vols 1 and 2, 2006, : 1311 - 1317
  • [22] SEISMIC PERFORMANCE AND DESIGN OF REDUCED STEEL BEAM SECTION WITH CONCRETE FILLED SQUARE TUBULAR COLUMN
    Guo, Yanli
    Yao, Xingyou
    ADVANCED STEEL CONSTRUCTION, 2013, 9 (03): : 173 - 189
  • [23] Seismic performance of joint between steel H-beam and rectangular concrete-filled hot-rolled-steel tubular column
    Wang, Hanqin
    Jiang, Qing
    Huang, Zhipeng
    Huang, Junqi
    Chong, Xun
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2024, 33 (17):
  • [24] STUDY ON SEISMIC BEHAVIOR OF ANGLE STEEL CONNECTION JOINTS FOR CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN
    Xu, Man
    Gao, Shan
    Yang, Bo
    Peng, Zhen
    INGEGNERIA SISMICA, 2018, 35 (03): : 139 - 158
  • [25] Research on shear performance of concrete-filled square steel tubular column connections
    Nie, Jianguo
    Qin, Kai
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2007, 28 (04): : 8 - 17
  • [26] Seismic performance of self-centering concrete-filled square steel tubular column-to-steel beam connection equipped with SMA bolts
    Zhu, Lihua
    Ning, Qiujun
    Han, Wei
    Zhao, Cheng
    THIN-WALLED STRUCTURES, 2023, 183
  • [27] Experimental research on seismic behavior of steel beam to concrete-filled square steel tubular column joints with outer stiffening rings
    Gao, Chun-Yan
    Liu, Zhi-Feng
    Li, Bin
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2009, 41 (SUPPL. 2): : 201 - 205
  • [28] Experimental study on seismic performance of all-bolt connected and diaphragm-through joint between concrete-filled square steel tubular column and steel beam
    Li, Zilin
    Ding, Hongyi
    Xue, Jiang
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2014, 47 (07): : 63 - 69
  • [29] Experimental study on the seismic behavior of the dual vertical diaphragms through joint connection between concrete-filled square steel tubular column and steel beam
    Xu, Lihua
    Tong, Min
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2012, 45 (03): : 49 - 57
  • [30] A study on the seismic performance of concrete-filled steel tube column-steel shelf-concrete core tube structures
    Zeng F.
    Huang Y.
    Zhou J.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2020, 39 (12): : 190 - 197
12345