Nonlinear behavior of high-damping rubber bearings under horizontal bidirectional loading: full-scale tests and analytical modeling

被引:66
|
作者
Yamamoto, Masashi [1 ]
Minewaki, Shigeo [1 ]
Yoneda, Harumi [1 ]
Higashino, Masahiko [1 ]
机构
[1] Takenaka Corp, Inst Res & Dev, Chiba 2701395, Japan
来源
关键词
seismic isolation; high-damping rubber bearing; full-scale test; analytical modeling; horizontal bidirectional loading;
D O I
10.1002/eqe.2161
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Horizontal bidirectional loading tests are conducted for real-sized high-damping rubber (HDR) bearings with diameters of 700?mm (HDR700) and 1300?mm (HDR1300). The hysteresis loops of these bearings under bidirectional horizontal loadings are compared with those under unidirectional loadings. The results show that the bearing force measurement in the primary direction of loading increases when there is displacement in the orthogonal direction. Unusually, the maximum restoring force in the orthogonal direction to the primary loading direction occurs near zero displacement. On the basis of the observations of the restoring forces, a rate-independent model is proposed. This model simulates well the test results under both bidirectional loading and unidirectional loading. It can reproduce the irregular restoring forces characteristics around zero displacement as described above. Bidirectional loading induced twist deformation in the HDR bearings that increased local shear strains. This phenomenon results in an early failure as observed in HDR700. The additional shear strain is estimated based on the twist deformation measured by video image analysis. The comparison of the nominal total shear stress demonstrates that the increase of shear stress because of bidirectional loading occurs when the average shear strain is larger than about 200%. The larger the shear strain, the greater the bidirectional effect. It is shown that the nominal total shear stress of average strain of 350% under bidirectional circular loading pattern is approximately the same as the average shear strain of 400% under unidirectional loading. This means that the average shear strain of 350% under a bidirectional circular loading corresponds to a local shear strain of 400%. Copyright (C) 2012 John Wiley & Sons, Ltd.
引用
收藏
页码:1845 / 1860
页数:16
相关论文
共 50 条
  • [1] Dynamic loading tests and analytical modeling for high-damping rubber bearings
    Park, Kyeonghoon
    Mazda, Taiji
    Kajita, Yukihide
    [J]. EARTHQUAKES AND STRUCTURES, 2023, 25 (03) : 161 - 175
  • [2] Horizontal mechanical behavior of elastomeric bearings under eccentric vertical loading: Full-scale tests and analytical modeling
    Zhu Hongping
    Zhang Zixiang
    Zhou Fangyuan
    Luo Hui
    Deng Xuan
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2016, 125 : 574 - 584
  • [3] Bidirectional modelling of high-damping rubber bearings
    Grant, DN
    Fenves, GL
    Whittaker, AS
    [J]. JOURNAL OF EARTHQUAKE ENGINEERING, 2004, 8 : 161 - 185
  • [4] Modeling of high damping rubber bearings under bidirectional shear loading
    Oliveto, Nicholas D.
    Markou, Athanasios A.
    Athanasiou, Anastasia
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2019, 118 : 179 - 190
  • [5] Experimental and analytical investigations on horizontal behavior of full-scale thick rubber bearings
    Zhang, Zengde
    Zhou, Ying
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 174
  • [6] Analytical Model for Elastoplastic and Creep-Like Behavior of High-Damping Rubber Bearings
    Kato, Hideaki
    Mori, Takahiro
    Murota, Nobuo
    Kikuchi, Masaru
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2015, 141 (09)
  • [7] Coupled Bilateral Hysteretic Behavior of High-damping Rubber Bearings under Non-proportional Plane Loading
    Wang, Shiang-Jung
    Lin, Wang-Chuen
    Chiang, Yu-Sheng
    Hwang, Jenn-Shin
    [J]. JOURNAL OF EARTHQUAKE ENGINEERING, 2022, 26 (09) : 4421 - 4448
  • [8] Analytical modeling of high damping rubber bearings
    Hwang, JS
    Ku, SW
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1997, 123 (08): : 1029 - 1036
  • [9] An analytical hysteresis model to predict the small shear strain behavior of high-damping rubber isolation bearings
    Kikuchi, M.
    Morihiro, K.
    Aiken, I. D.
    [J]. PROTECTION OF HISTORICAL BUILDINGS - PROHITECH 09, VOL 1 AND 2, 2009, : 689 - +
  • [10] Full-scale tests and analytical model of the Teflon-based lead rubber isolation bearings
    Wang, Lu
    Ou, Jin
    Liu, Weiqing
    Wang, Shuguang
    [J]. STRUCTURAL ENGINEERING AND MECHANICS, 2013, 48 (06) : 809 - 822