STUDY ON MECHANICAL PROPERTIES OF HONEYCOMB REGULAR HEXAGON DAMPER

被引:0
作者
Li, Xiao-Dong [1 ]
Li, Shao-Feng [1 ]
机构
[1] Lanzhou Univ Technol, Coll Civil Engn, Lanzhou, Gansu 730050, Peoples R China
来源
ADVANCED STEEL CONSTRUCTION | 2024年 / 20卷 / 01期
基金
中国国家自然科学基金;
关键词
Honeycomb metal damper; Energy dissipation support; Seismic performance; Hysteretic curve; Finite element simulation; Skeleton curve; COLUMN CONNECTIONS; FRICTION DAMPER; BEHAVIOR; BEAM;
D O I
10.18057/IJASC.2024.20.1.7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Traditional metal dampers have the advantages of easy processing, convenient production, and good mechanical properties. However, most of the traditional metal dampers are single design, and their application is limited by the size of the dampers. Based on the honeycomb metal damper, a honeycomb regular hexagon metal damper with a free connection is proposed in this paper. Firstly, the failure mechanism, hysteretic curve, skeleton curve, stiffness degradation curve, and energy dissipation curve of the single energy -dissipating supporting member and the triple two -row supporting member were obtained through the low -cycle reciprocating loading test. Then the R -O mechanical model was fitted to the skeleton curve obtained from the test. Then, three kinds of honeycomb regular hexagon dampers were modeled by ABAQUS finite element simulation software, and the finite element simulation results were compared with the test results. The results show that the energy dissipation support in this paper has a good bearing capacity and energy dissipation capacity, and the development trend of simulation results align with the experimental results. The energy dissipation capacity of the energy dissipation support can be improved, and the multi -section yield can be achieved by connecting multiple energy dissipation units. Copyright (c) 2024 by The Hong Kong Institute of Steel Construction. All rights reserved.
引用
收藏
页码:60 / 68
页数:9
相关论文
共 25 条
  • [1] U-shaped metallic-yielding damper in building structures: Seismic behavior and comparison with a friction damper
    Bagheri, Saman
    Barghian, Majid
    Saieri, Farhad
    Farzinfar, Ali
    [J]. STRUCTURES, 2015, 3 : 163 - 171
  • [2] Baird A., 2014, TECHN C AGM AUCKL NZ
  • [3] [陈云 Chen Yun], 2018, [建筑结构学报, Journal of Building Structures], V39, P139
  • [4] Chen ZY, 2015, ADV STEEL CONSTR, V11, P1
  • [5] Building pounding damage observed in the 2011 Christchurch earthquake
    Cole, Gregory L.
    Dhakal, Rajesh P.
    Turner, Fred M.
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2012, 41 (05) : 893 - 913
  • [6] Shape Memory Alloy (SMA) as a Potential Damper in Structural Vibration Control
    Dutta, Sekhar Chandra
    Majumder, Rohan
    [J]. ADVANCES IN MANUFACTURING ENGINEERING AND MATERIALS, ICMEM 2018, 2019, : 485 - 492
  • [7] A review of friction damping modeling and testing
    Gagnon, Louis
    Morandini, Marco
    Ghiringhelli, Gian Luca
    [J]. ARCHIVE OF APPLIED MECHANICS, 2020, 90 (01) : 107 - 126
  • [8] Dissipative coupling for the seismic enhancement of adjacent structures
    Gattulli, Vincenzo
    Potenza, Francesco
    Di Sabatino, Umberto
    [J]. ENGINEERING STRUCTURES, 2019, 199
  • [9] Failure of horizontal support system to adjacent buildings during reconstruction in Eskisehir
    Gokdemir, Hande
    [J]. ENGINEERING FAILURE ANALYSIS, 2019, 103 : 82 - 94
  • [10] Guo W., 2018, Build. Struct., V48, P413