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
来源：
AIJ Journal of Technology and Design | 2025年 / 31卷 / 77期
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
  • [31] Hierarchical shaking-table tests of prefabricated mid-rise cold-formed steel composite shear wall buildings
    Ye J.
    Jiang L.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2020, 41 (07): : 63 - 73and181
  • [32] Collapse mechanism and shaking table test validation of a 3D mid-rise CFS composite shear wall building
    Jiang, Liqiang
    Dean, Jihong Ye
    THIN-WALLED STRUCTURES, 2020, 146 (146)
  • [33] Efficient nonlinear modeling of strong wood frame shear walls for mid-rise buildings
    Estrella, Xavier
    Guindos, Pablo
    Luis Almazan, Jose
    Malek, Sardar
    ENGINEERING STRUCTURES, 2020, 215 (215)
  • [34] Calculation method for bending capacity of steel fiber reinforced concrete mid-rise shear wall with concrete-filled steel tubular columns
    You, Peibo
    Gao, Danying
    Zhang, Lijuan
    Song, Shuaiqi
    Wang, Yi
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2021, 42 (02): : 58 - 70
  • [35] PREDICTION METHOD FOR UPLIFT OF RUBBER BEARINGS FOR LOW TO MID-RISE BASE-ISOLATED BUILDINGS WITH BRACES
    Arai Y.
    Sato D.
    Shegay A.
    Tobari R.
    Yasunaga J.
    Ueki T.
    Kaneshiro Y.
    Journal of Structural and Construction Engineering, 2023, 88 (806): : 586 - 597
  • [36] Effect of construction features on the dynamic performance of mid-rise CLT platform-type buildings
    Ussher, Ebenezer
    Gurholt, Carl-Ulrik Dahle
    Mikalsen, Jonas Naess
    Aloisio, Angelo
    Tomasi, Roberto
    WOOD MATERIAL SCIENCE & ENGINEERING, 2022, 17 (04) : 261 - 273
  • [37] A comparative study of satisfaction evaluation between students of mid-rise and high-rise student housing
    Nazarpour, Mohammad-Taghi
    Norouzian-Maleki, Saeid
    FACILITIES, 2021, 39 (7/8) : 508 - 524
  • [38] DEVELOPMENT OF KNEE-BRACE FRICTION DAMPER FOR MID-RISE TIMBER FRAME BUILDING
    Shimoyama M.
    Miyazu Y.
    Miyata Y.
    Wakita T.
    Ishiyama H.
    AIJ Journal of Technology and Design, 2022, 28 (70) : 1189 - 1194
  • [39] Modelling of mid-rise concrete shear walls reinforced with superelastic shape memory alloys: Nonlinear analysis
    Soares, Marina Maciel
    Palermo, Dan
    Cortes-Puentes, Wilmar Leonardo
    ENGINEERING STRUCTURES, 2021, 247
  • [40] Development of wind tunnel test model of mid-rise base-isolated building
    Ohkuma, T
    Yasui, H
    Marukawa, H
    WIND AND STRUCTURES, 2004, 7 (03) : 203 - 214
12345