Seismic performance of perforated-steel plate shear wall with different perforation layouts

被引:0
|
作者
Nidiasari [1 ]
Thamrin, Rendy [2 ]
Haris, Sabril [2 ]
Kurniawan, Ruddy [2 ]
机构
[1] Univ Andalas, Civil Engn Dept, Padang, Indonesia
[2] Univ Andalas, Fac Engn, Civil Engn Dept, Padang, Indonesia
关键词
Perforated-Steel Plate Shear Wall; Perforation percentage; Experimental test; Cyclic load; BEHAVIOR;
D O I
10.1016/j.rineng.2024.103405
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The Perforated-Steel Plate Shear Wall in ANSI/AISC 341-16 requires the plate to have a regular hole pattern with parallel holes and a uniform diameter. There are also rules regarding the minimum number of holes. It becomes a challenge if the opening requirements do not comply with these provisions. This study proposes the percentage value of perforation as a parameter to obtain the seismic capacity of shear wall plates. Experimental studies were conducted on six shear wall plates to achieve this goal. Three specimens were made with a straight perforation layout, and the rest were staggered. All plates had a thickness of 2 mm and were given circular perforations with a diameter of 65 mm. Each group of specimens was assigned a perforation percentage ranging from 10.25%49.59%. The ultimate load, a measure of material strength, decreases as the percentage of perforations increases. Based on the results of experimental testing with cyclic load, the impact of the perforation layout on seismic behavior shows that the staggered configuration can accept greater average loads than the straight layout by 12.5%-40.3%. Specimens with the same percentage of perforations show no significant difference in dissipation energy when observed from the start of loading to a drift ratio of 6%. The difference in total energy dissipation between specimens with the same perforation percentage is less than 30%. However, both show similar patterns of stiffness reduction and pinching effects.
引用
收藏
页数:11
相关论文
共 50 条
  • [31] Seismic performance of steel plate reinforced concrete shear wall and its application in China Mainland
    Wang, Bin
    Jiang, Huanjun
    Lu, Xilin
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2017, 131 : 132 - 143
  • [32] Seismic performance of grid tubular-double steel plate concrete composite shear wall
    Zhang, Zhiwen
    Xu, Wenping
    Ge, Wenjie
    Abbas, Ebrahim M. A.
    Jiang, Hongbo
    Wang, Yi
    Yao, Shan
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2022, 189
  • [33] Research on seismic performance of ITRAC-filled double steel plate composite shear wall
    Zhang, Yutong
    Du, Yansheng
    Chen, Zhihua
    Wang, Jianhui
    Xu, Yong
    Liu, Guosheng
    JOURNAL OF BUILDING ENGINEERING, 2023, 75
  • [34] Seismic performance of precast shear wall of insufficient grouting material strength strengthened with steel plate
    Gu, Sheng
    Han, Ruiqing
    Li, Shengli
    Wu, Guangming
    Zhang, Jiwen
    STRUCTURES, 2022, 45 : 1322 - 1332
  • [35] Seismic performance of a complex shape steel frame-steel plate shear wall core tube structure
    Li, Chun-Xiang
    Yin, Wen-Han
    Wang, Ying-Jun
    Zhendong yu Chongji/Journal of Vibration and Shock, 2014, 33 (13): : 176 - 182
  • [36] Analysis of Seismic Performance of Mega Steel Braced Frame-Composite Steel Plate Shear Wall Structure
    Chen, Lin
    Liu, Xing
    Zhou, Yun
    Hu, Xiao
    ADVANCES IN STRUCTURES, PTS 1-5, 2011, 163-167 : 2077 - 2081
  • [37] Seismic performance of self-centering prestressed concrete frame with auxetic perforated steel plate shear walls
    Zhu, Yazhi
    Zhang, Jun-Hua
    Cai, Xiaoning
    Wang, Peng
    Chen, Xingwang
    JOURNAL OF BUILDING ENGINEERING, 2025, 101
  • [38] PLATE ELEMENT WITH CUTOUT FOR PERFORATED SHEAR WALL
    CHOI, CK
    BANG, MS
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1987, 113 (02): : 295 - 306
  • [39] Literature review of seismic behavior of composite steel plate shear wall
    Zhou, Ning
    Xiong, Feng
    Huang, Qunyi
    Ge, Qi
    Chen, Jiang
    CONSTRUCTION AND URBAN PLANNING, PTS 1-4, 2013, 671-674 : 1408 - 1413
  • [40] Seismic Research and Development of Steel Plate Concrete Composite Shear Wall
    Yang, Yabin
    INNOVATION IN CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE, 2012, 238 : 640 - 642