Elastomeric seismic-protection isolators for buildings and bridges

被引:0
|
作者
Toshio Nishi
Nobuo Murota
机构
[1] Tokyo Institute of Technology,International Division
[2] Department of Seismic Isolation & Vibration Control Development,undefined
来源
关键词
Elastomeric isolator; Seismic isolation; Rubber bearing;
D O I
暂无
中图分类号
学科分类号
摘要
A giant earthquake of magnitude 9.0 occurred in Pacific Ocean off of Tohoku District Japan on March 11, 2011. The highest seismic intensity of 7 in JMA scale was recorded in Miyagi. In the Tohoku district, around 230 buildings are seismically isolated (hereafter, SI) mainly by elastomeric isolators (seismic rubber bearings). According to the official survey reports by several organizations (for example[1]), the records of those buildings have verified the effectiveness of the seismic isolation. The response acceleration of the SI buildings was reduced by 30% to 50% of the input ground acceleration. Additionally, the difference of the conditions inside the room between SI and the fixed-base buildings was obvious as well as the damage in main structures of the buildings. The displacements of the isolators by the earthquake were around 200 mm according to the records of the instruments. As a result, the performance of SI buildings and the elastomeric isolators in the Tohoku District — Off the Pacific Ocean Earthquake 2011 were excellent, and the efficiency of the seismic isolation was verified by the records of many buildings in wide area.
引用
收藏
页码:50 / 57
页数:7
相关论文
共 50 条
  • [1] Elastomeric seismic-protection isolators for buildings and bridges
    Nishi, Toshio
    Murota, Nobuo
    CHINESE JOURNAL OF POLYMER SCIENCE, 2013, 31 (01) : 50 - 57
  • [2] ELASTOMERIC SEISMIC-PROTECTION ISOLATORS FOR BUILDINGS AND BRIDGES附视频
    Toshio Nishi
    Nobuo Murota
    Chinese Journal of Polymer Science, 2013, (01) : 50 - 57
  • [3] Sliding Seismic-Protection Isolators for Buildings and Bridges
    Suzuki, Akio
    Tanaka, Hiroki
    JOURNAL OF JAPANESE SOCIETY OF TRIBOLOGISTS, 2009, 54 (11) : 763 - 768
  • [4] International investigation of shear displacement capacity of various elastomeric seismic-protection isolators for buildings
    Toshio Nishi
    Shigenobu Suzuki
    Masami Aoki
    Takeshi Sawada
    Shigeo Fukuda
    Journal of Rubber Research, 2019, 22 : 33 - 41
  • [5] International investigation of shear displacement capacity of various elastomeric seismic-protection isolators for buildings
    Nishi, Toshio
    Suzuki, Shigenobu
    Aoki, Masami
    Sawada, Takeshi
    Fukuda, Shigeo
    JOURNAL OF RUBBER RESEARCH, 2019, 22 (01) : 33 - 41
  • [6] Elastomeric seismic protection isolators for bridges
    Kobayashi, E.
    Kaneko, K.
    International Polymer Science and Technology, 2012, 39 (08)
  • [7] Fiber reinforced elastomeric isolators for the seismic isolation of bridges
    Al-Anany, Yasser M.
    Tait, Michael J.
    COMPOSITE STRUCTURES, 2017, 160 : 300 - 311
  • [8] ELASTOMERIC ISOLATORS IN SHOCK AND VIBRATION PROTECTION.
    Herbst, Paul T.
    Elastomerics, 1987, 119 (01): : 14 - 17
  • [9] A parametric study on the axial behaviour of elastomeric isolators in multi-span bridges subjected to horizontal seismic excitations
    E. Tubaldi
    S. A. Mitoulis
    H. Ahmadi
    A. Muhr
    Bulletin of Earthquake Engineering, 2016, 14 : 1285 - 1310
  • [10] A parametric study on the axial behaviour of elastomeric isolators in multi-span bridges subjected to horizontal seismic excitations
    Tubaldi, E.
    Mitoulis, S. A.
    Ahmadi, H.
    Muhr, A.
    BULLETIN OF EARTHQUAKE ENGINEERING, 2016, 14 (04) : 1285 - 1310