DEVELOPMENT OF HIGH DAMPING RUBBER SHEAR WALL FOR MID-RISE WOODEN CONSTRUCTION

被引:0
|
作者
Takeuchi, Akihiro [1 ]
Yan, Chongbing [2 ]
Tanaka, Kazuhiro [2 ]
Kanagawa, Motoi [1 ]
机构
[1] Research Institute of Technology, Nishimatsu Construction Co., LTD., Japan
[2] Hybrid Rubber Products HQS., Sumitomo Rubber Industries LTD., Japan
关键词
Timber - Wooden construction;
D O I
10.3130/aijt.31.193
中图分类号
学科分类号
摘要
This study proposes a structural system of passive controlled shear wall for mid-rise wooden construction consist of high damping rubber, cross laminated timber and drift-pin joint. In this paper, to verify the effectiveness of proposed shear wall, cyclic loading tests of high damping rubber damper and full scaled shear wall specimens were conducted. As a result, it was confirmed that the proposed shear wall demonstrated its target performance of 150kN horizontal strength. And it was also confirmed that no degradation occurred in proposed shear wall in the range of 1/50rad. © 2025 Architectural Institute of Japan. All rights reserved.
引用
收藏
页码:193 / 198
相关论文
共 50 条
  • [1] STRUCTURAL PERFORMANCE OF HIGH DAMPING RUBBER SHEAR WALL FOR MID-RISE WOODEN CONSTRUCTION USING CLT
    Takeuchi, Akihiro
    Yan, Chongbing
    Journal of Structural and Construction Engineering, 2025, 90 (830): : 500 - 511
  • [2] SHAKING TABLE TESTS OF TWO-STORY WOODEN CONSTRUCTION WITH HIGH DAMPING RUBBER SHEAR WALL
    Akihiro T.
    Kazuhiro T.
    Chongbing Y.
    Motoi K.
    AIJ Journal of Technology and Design, 2024, 30 (75) : 686 - 691
  • [3] Lateral performance of a new hybrid CFS shear wall panel for mid-rise construction
    Usefi, Nima
    Ronagh, Hamid
    Sharafi, Pezhman
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2020, 168
  • [4] Study on aseismic behavior of mid-rise recycled aggregate concrete shear wall
    Zhang, Jian-Wei
    Cao, Wan-Lin
    Zhu, Heng
    Dong, Hong-Ying
    Gongcheng Lixue/Engineering Mechanics, 2010, 27 (SUPPL. 1): : 270 - 274
  • [5] Cyclic loading test of T-shaped mid-rise shear wall
    Zhang Pin-Le
    Li Qing-ning
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2013, 22 (10): : 759 - 769
  • [6] Prefabricated hybrid steel wall panels for mid-rise construction in seismic regions
    Mortazavi, M.
    Sharafi, P.
    Kildashti, K.
    Samali, B.
    JOURNAL OF BUILDING ENGINEERING, 2020, 27
  • [7] DEVELOPMENT OF HIGH-STRENGTH AND HIGH-DUCTILITY TYPE MID-RISE WOODEN BUILDING AND APPLICATION TO ACTUAL PROJECT
    Takeuchi, Akihiro
    Kunimoto, Takuya
    Tanoue, Makoto
    Ishida, Takuya
    Matsumoto, Shinya
    Isoda, Hiroshi
    AIJ Journal of Technology and Design, 2024, 30 (76) : 1235 - 1240
  • [8] Experimental study on seismic behavior of mid-rise RC shear wall with concealed truss
    Cao W.
    Zhang J.
    Zhang J.
    Wang M.
    Frontiers of Architecture and Civil Engineering in China, 2009, 3 (4): : 370 - 377
  • [9] Rocking Motion of a Mid-Rise Steel Plate Shear Wall on Foundation–Soil Medium
    J. Mirlohi
    P. Memarzadeh
    F. Behnamfar
    M. Bayat
    Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2023, 47 : 105 - 118
  • [10] Seismic behavior of innovative hybrid CLT-steel shear wall for mid-rise buildings
    Tulio Carrero
    Jairo Montaño
    Sebastián Berwart
    Hernán Santa María
    Pablo Guindos
    Bulletin of Earthquake Engineering, 2021, 19 : 5917 - 5951