Analytical Model for Elastoplastic and Creep-Like Behavior of High-Damping Rubber Bearings

被引:16
|
作者
Kato, Hideaki [1 ]
Mori, Takahiro [1 ]
Murota, Nobuo [1 ]
Kikuchi, Masaru [2 ]
机构
[1] Bridgestone Co, Dept Infrastruct Prod Dev, Totsuka Ku, Yokohama, Kanagawa 2448510, Japan
[2] Hokkaido Univ, Fac Engn, Kita Ku, Sapporo, Hokkaido 0608628, Japan
关键词
Base isolation; Biaxial loads; Wind load; Numerical analysis; Rubber; Creep; Analysis and computation; SEISMIC ISOLATION BEARINGS; HYSTERETIC SYSTEMS; RANDOM VIBRATION;
D O I
10.1061/(ASCE)ST.1943-541X.0001181
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the present study, a new analytical model of high-damping rubber bearings (HDRBs) for time-history analysis is proposed. The proposed model is used in the evaluation of elastoplastic and creep-like behavior of HDRBs under bidirectional seismic and strong wind loading. The analytical model was developed by reducing the degrees of freedom of a new type of constitutive law that was proposed by the authors for finite-element analysis of seismic isolation bearings. First, the validity of the proposed model for time-history response analysis was examined through various tests of HDRBs under unidirectional and bidirectional loading. The analytical results agreed well with the test results. Next, wind loading tests were conducted and the reproducibility of creep-like behavior of HDRBs under wind loading was evaluated. The effectiveness of the proposed model was verified by the tests, and the limitations of the applicability of the proposed model were determined. (C) 2014 American Society of Civil Engineers.
引用
收藏
页数:9
相关论文
共 50 条
  • [1] 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 - +
  • [2] 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
  • [3] Bidirectional modelling of high-damping rubber bearings
    Grant, DN
    Fenves, GL
    Whittaker, AS
    [J]. JOURNAL OF EARTHQUAKE ENGINEERING, 2004, 8 : 161 - 185
  • [4] Research and Development of High-Performance High-Damping Rubber Materials for High-Damping Rubber Isolation Bearings: A Review
    Chen, Bowen
    Dai, Junwu
    Song, Tingsu
    Guan, Qingsong
    [J]. POLYMERS, 2022, 14 (12)
  • [5] Stress-Softening Behavior of High-Damping Rubber Bearings at Low Temperatures
    Tan, Yuqing
    Liu, Yanhui
    Dang, Ji
    Igarashi, Akira
    Himeno, Takehiko
    Hamada, Yuki
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2024, 150 (06)
  • [6] An advanced analytical model for high damping rubber bearings
    Tsai, CS
    Chiang, TC
    Chen, BJ
    Lin, SB
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2003, 32 (09): : 1373 - 1387
  • [7] EXPERIMENTAL AND ANALYTICAL STUDY ON ULTIMATE PROPERTY OF RUBBER BEARINGS (PART 2): PROPOSAL OF FLARE-LIKE STRUCTURE OF RUBBER BEARINGS AND THEORETICAL AND ANALYTICAL STUDY ON ULTIMATE PROPERTY OF HIGH-DAMPING RUBBER BEARINGS WITH PROPOSED STRUCTURE
    Mori, Takahiro
    Kato, Hideaki
    Tani, Yuma
    Nakamura, Masahiro
    Murota, Nobuo
    Takeuchi, Sadamitsu
    [J]. Journal of Structural and Construction Engineering, 2023, 88 (812): : 1429 - 1440
  • [8] An experimental study on the shear property dependency of high-damping rubber bearings
    Oh, Ju
    Kim, Jin Ho
    Han, Seung Chul
    [J]. JOURNAL OF VIBROENGINEERING, 2017, 19 (08) : 6208 - 6221
  • [9] Nonlinear behavior of high-damping rubber bearings under horizontal bidirectional loading: full-scale tests and analytical modeling
    Yamamoto, Masashi
    Minewaki, Shigeo
    Yoneda, Harumi
    Higashino, Masahiko
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2012, 41 (13): : 1845 - 1860
  • [10] Constitutive model of high-damping rubber materials
    Yoshida, J
    Abe, M
    Fujino, Y
    [J]. JOURNAL OF ENGINEERING MECHANICS, 2004, 130 (02) : 129 - 141