Genshu Tong. Understanding the Demand on Steel Plate Walls Carrying No Gravitational Loads[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(9): 65-67. doi: 10.13206/j.gjgS24031920
Citation: Genshu Tong. Understanding the Demand on Steel Plate Walls Carrying No Gravitational Loads[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(9): 65-67. doi: 10.13206/j.gjgS24031920

Understanding the Demand on Steel Plate Walls Carrying No Gravitational Loads

doi: 10.13206/j.gjgS24031920
  • Received Date: 2024-03-19
    Available Online: 2024-09-19
  • GB 50017—2017 Standard for Design of Steel Structures put a special demand on steel plate wall ( SPW ) avoiding carryinggravitational load. Because of the difficulty of realizing this demand, this clause prohibited application of SPW. Unloading ofgravitational loads occurring in SPW, chevron and cross braces and buckling-restrained braces during the plastic response underearthquake are pointed out in this article, and therefore, requiring the SPW carrying no gravitational load in the design stage has theresults that the boundary columns and beams are prepared to receive such unloading. Such an explanation provides an additional designrequirement of SPW, and increases the confidence of using SPW.

  • [1]
    童根树.钢结构与钢-混凝土组合结构设计方法[M].北京:中国建筑工业出版社,2022.
    [2]
    European Committe for Standards. Design of structures for earthquake resistance-part 1:general rules, seismic actions and rules for buildings:Eurocode 8[S]. Brussels:European Committe for Standards, 2004.
  • Relative Articles

    [1]Genshu Tong. A Modification of Column Strength Reduction Factors[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(10): 59-61. doi: 10.13206/j.gjgS23022020
  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-032025-040510152025
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 15.8 %FULLTEXT: 15.8 %META: 77.4 %META: 77.4 %PDF: 6.8 %PDF: 6.8 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 36.1 %其他: 36.1 %上海: 1.5 %上海: 1.5 %临沂: 0.8 %临沂: 0.8 %丽水: 0.8 %丽水: 0.8 %兰州: 0.8 %兰州: 0.8 %北京: 2.3 %北京: 2.3 %南京: 0.8 %南京: 0.8 %南宁: 0.8 %南宁: 0.8 %合肥: 0.8 %合肥: 0.8 %吉林: 0.8 %吉林: 0.8 %天津: 0.8 %天津: 0.8 %常州: 1.5 %常州: 1.5 %广州: 2.3 %广州: 2.3 %张家口: 7.5 %张家口: 7.5 %无锡: 0.8 %无锡: 0.8 %晋城: 0.8 %晋城: 0.8 %杭州: 1.5 %杭州: 1.5 %济南: 0.8 %济南: 0.8 %淄博: 0.8 %淄博: 0.8 %温州: 0.8 %温州: 0.8 %漯河: 1.5 %漯河: 1.5 %福州: 1.5 %福州: 1.5 %芒廷维尤: 27.1 %芒廷维尤: 27.1 %芝加哥: 0.8 %芝加哥: 0.8 %西宁: 1.5 %西宁: 1.5 %西雅图: 2.3 %西雅图: 2.3 %运城: 1.5 %运城: 1.5 %遵义: 0.8 %遵义: 0.8 %长春: 0.8 %长春: 0.8 %其他上海临沂丽水兰州北京南京南宁合肥吉林天津常州广州张家口无锡晋城杭州济南淄博温州漯河福州芒廷维尤芝加哥西宁西雅图运城遵义长春

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (102) PDF downloads(9) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return