EXPERIMENTAL EVALUATION OF LGS PARTITION WALL AND STEEL DOOR INSTALLED IN RC FRAME

被引:0
|
作者
Yagi S. [1 ,6 ]
Tatsumi N. [2 ]
Nishimura K. [4 ,8 ]
Seike T. [6 ]
Kishiki S. [4 ,8 ]
Isoda M. [3 ]
Honda S. [5 ]
Maeda M. [7 ]
机构
[1] Doctoral Course, GSFS, The Univ. of Tokyo
[2] Dept. of Architecture, Aichi Institute of Technology
[3] Course, UDBE, Tokyo Tech
[4] IIR, Tokyo Tech.
[5] Okuju Corporatiton
[6] GSFS, The Univ. of Tokyo
[7] GSE, Tohoku Univ.
[8] IIR, Tokyo Tech.
关键词
Damage Observation; LGS partition wall; Loading test; RC structure; Steel door;
D O I
10.3130/aijt.28.1125
中图分类号
学科分类号
摘要
In this study, loading tests were conducted on RC structural frame with LGS partition wall and steel door as test specimens. In the test, damage observation was conducted to understand damage to LGS wall and steel doors for each story drifts. Among the observed damage was ones thought to be caused by the residual deformation of the seismic wall of RC frame. It was also found that when story drift angle exceeds 1/200, the door required force more than 100N to open and when it exceeds 1/100, the door could not be opened. © 2022 Architectural Institute of Japan. All rights reserved.
引用
收藏
页码:1125 / 1130
页数:5
相关论文
共 50 条
  • [1] Strength and behavior of steel bearing wall with slits installed in building frame
    Hitaka, T
    Matsui, C
    Tsuda, K
    Sadakane, Y
    STRUCTURAL ENGINEERING AND MECHANICS, VOLS 1 AND 2, 1999, : 759 - 764
  • [2] Experimental investigation on seismic performance of RC frame infilled with brick wall strengthened by steel strips
    Jing, Denghu
    Qiao, Dun
    Zhu, Mingji
    Cao, Shuangyin
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2022, 43 (03): : 29 - 37
  • [3] Experimental evaluation of hollow-core wall orientation in steel moment frame
    Nazarpour, Mehdi
    Monfaredi, Parsa
    Moghadam, Abdoreza S.
    PCI JOURNAL, 2019, 64 (03): : 92 - 103
  • [4] Experimental evaluation of cyclic behavior of precast concrete frame with steel shear wall
    Koopaizadeh, Jaber
    Behnamfar, Farhad
    Tafti, Mohammad Reza Javaheri
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2024, 33 (16):
  • [5] Performance evaluation of RC frame with RC wall piers equipped with unbonded steel rod dampers subjected to in-plane loading
    Han, Qihao
    Sakata, Hiroyasu
    Maida, Yusuke
    Mori, Takayoshi
    Maegawa, Toshio
    Zhang, Yongshan
    ENGINEERING STRUCTURES, 2019, 197
  • [6] ANALYSIS MODEL FOR STEEL FRAME - RC INFILL SLIT WALL SYSTEM
    Mi, Xu-Feng
    Jin, Xiao-Qun
    PROCEEDINGS OF THE ELEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOL I AND II, 2010, : 535 - 539
  • [7] Non-linear behavior of steel frame with RC shear wall
    Deylami, A
    Eslami, P
    STRUCTURAL ENGINEERING AND MECHANICS, VOLS 1 AND 2, 1999, : 617 - 622
  • [8] Experimental investigation and design of steel brace connection to RC frame
    Maheri, MR
    Hadjipour, A
    ENGINEERING STRUCTURES, 2003, 25 (13) : 1707 - 1714
  • [9] Experimental and numerical investigation of a novel PBL connection between the RC frame and corrugated steel plate shear wall
    Jin, Shuangshuang
    Yang, Chenghu
    Bai, Jiulin
    STRUCTURES, 2022, 41 : 1235 - 1246
  • [10] Shaking table test on RC frame installed with metallic dampers using wall-pattern connections
    Shang, Qingxue
    Zhang, Xipeng
    Wang, Tao
    Zhou, Zhongyi
    Li, Jichao
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2021, 54 (09): : 14 - 27