Login Register
Volume 37 Issue 9
Sep.  2022
Turn off MathJax
Article Contents
Abstract
References
Article Navigation >  STEEL CONSTRUCTION(Chinese & English)  > 2022  >  37(9): 56-58
Genshu Tong. Free Body Analysis of Concrete-Encased Steel Column Base[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(9): 56-58. doi: 10.13206/j.gjgS22082205
Citation: Genshu Tong. Free Body Analysis of Concrete-Encased Steel Column Base[J]. STEEL CONSTRUCTION(Chinese & English), 2022, 37(9): 56-58. doi: 10.13206/j.gjgS22082205
shu

Free Body Analysis of Concrete-Encased Steel Column Base

doi: 10.13206/j.gjgS22082205

  • Institute of High Performance Structures, Zhejiang University, Hangzhou 310058, China

  • Received Date: 2022-08-22
    Available Online: 2022-11-30
    Abstract
  • Free body analysis of concrete-encased steel column base was carried out to reveal whether the exterior reinforced concrete wall was the support or a part of the steel-reinforced column(SRC). In case of enough studs, the minimum encasing height was proposed. Equations to determine the stud number were presented.
    • FullText(HTML)
    • References(4)
  • [1]
    中国人民共和国住房和城乡建设部.高层民用建筑钢结构技术规程:JGJ 99-2015[S].北京:中国建筑工业出版社,2016.
    [2]
    Xu W, Han L H,Li W. Seismic performance of concrete-encased column base for hexagonal concrete-filled steel tube:experimental study[J].J. of Constructional Steel Research,2016,121:352-369.
    [3]
    童根树,郭立湘.外包式钢柱脚设计方法研究[J].工业建筑,2008,38(10):102-107.
    [4]
    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.
    • Relative Articles

  • Relative Articles

    [1]Hongliang Xiu. Experimental Study of Steel-UHPC Sheet with Large Diameter Stud Interface Connection[J]. STEEL CONSTRUCTION(Chinese & English), 2023, 38(3): 34-42. doi: 10.13206/j.gjgS23010201
    [3]Jing Li, Wucai Lu. Finite Element Simulation and Parametric Analysis of Composite Shear Walls with Steel Plates and Infill Concrete Under Axial Compression[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(9): 10-18. doi: 10.13206/j.gjgS20062202
    • Supplements(0)
    • Cited By

  • Cited by

    Periodical cited type(3)

    1. 徐艳秋，刘洪雨. 外包式柱脚传力机理及内力分布研究. 山西建筑. 2024(15): 41-44 .
    2. 徐新江，袁理明，陈志军，张峰，乐胜辉，苏晓科. 光谷空轨高新大道站钢结构顶棚设计与分析. 建筑结构. 2024(17): 71-77 .
    3. 许关飞，武京，刘性硕，刘长东，閤东东，卢清刚，陈晗，卢筱. 某续建改造项目裙房结构设计难点分析. 建筑结构. 2023(18): 113-118 .

    Other cited types(0)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-032025-04010203040
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 10.4 %FULLTEXT: 10.4 %META: 79.6 %META: 79.6 %PDF: 10.0 %PDF: 10.0 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 14.7 %其他: 14.7 %其他: 0.1 %其他: 0.1 %[]: 0.1 %[]: 0.1 %上海: 3.4 %上海: 3.4 %东京: 0.1 %东京: 0.1 %东莞: 0.3 %东莞: 0.3 %东营: 0.1 %东营: 0.1 %佛山: 0.1 %佛山: 0.1 %保定: 0.1 %保定: 0.1 %六安: 0.4 %六安: 0.4 %勿加泗: 0.3 %勿加泗: 0.3 %北京: 2.6 %北京: 2.6 %十堰: 0.3 %十堰: 0.3 %南京: 0.6 %南京: 0.6 %南昌: 0.3 %南昌: 0.3 %南通: 0.9 %南通: 0.9 %台州: 0.5 %台州: 0.5 %合肥: 0.6 %合肥: 0.6 %哈尔滨: 0.3 %哈尔滨: 0.3 %唐山: 0.5 %唐山: 0.5 %嘉兴: 0.4 %嘉兴: 0.4 %大连: 0.1 %大连: 0.1 %天津: 0.6 %天津: 0.6 %太原: 0.4 %太原: 0.4 %宁波: 0.5 %宁波: 0.5 %安康: 0.4 %安康: 0.4 %宣城: 0.3 %宣城: 0.3 %岳阳: 0.1 %岳阳: 0.1 %常州: 0.3 %常州: 0.3 %常德: 0.1 %常德: 0.1 %广州: 0.9 %广州: 0.9 %庆阳: 0.1 %庆阳: 0.1 %延安: 0.1 %延安: 0.1 %张家口: 2.7 %张家口: 2.7 %德州: 0.3 %德州: 0.3 %意法半: 0.1 %意法半: 0.1 %成都: 2.6 %成都: 2.6 %扬州: 0.4 %扬州: 0.4 %新乡: 0.1 %新乡: 0.1 %新北: 1.2 %新北: 1.2 %昆明: 1.0 %昆明: 1.0 %朝阳: 0.4 %朝阳: 0.4 %杭州: 3.6 %杭州: 3.6 %格兰特县: 0.1 %格兰特县: 0.1 %武汉: 0.5 %武汉: 0.5 %汉中: 0.1 %汉中: 0.1 %沈阳: 0.4 %沈阳: 0.4 %济南: 1.0 %济南: 1.0 %济宁: 0.4 %济宁: 0.4 %深圳: 0.3 %深圳: 0.3 %湖州: 0.4 %湖州: 0.4 %滨州: 0.3 %滨州: 0.3 %漯河: 0.4 %漯河: 0.4 %石家庄: 0.3 %石家庄: 0.3 %绍兴: 0.9 %绍兴: 0.9 %芒廷维尤: 20.6 %芒廷维尤: 20.6 %芝加哥: 0.9 %芝加哥: 0.9 %苏州: 0.3 %苏州: 0.3 %茂名: 0.1 %茂名: 0.1 %萨斯卡通: 0.1 %萨斯卡通: 0.1 %衢州: 0.5 %衢州: 0.5 %西宁: 24.2 %西宁: 24.2 %贵阳: 0.3 %贵阳: 0.3 %赤峰: 0.1 %赤峰: 0.1 %运城: 0.1 %运城: 0.1 %连云港: 0.1 %连云港: 0.1 %郑州: 0.6 %郑州: 0.6 %重庆: 0.1 %重庆: 0.1 %镇江: 0.3 %镇江: 0.3 %长沙: 1.9 %长沙: 1.9 %长治: 0.3 %长治: 0.3 %青岛: 1.0 %青岛: 1.0 %其他其他[]上海东京东莞东营佛山保定六安勿加泗北京十堰南京南昌南通台州合肥哈尔滨唐山嘉兴大连天津太原宁波安康宣城岳阳常州常德广州庆阳延安张家口德州意法半成都扬州新乡新北昆明朝阳杭州格兰特县武汉汉中沈阳济南济宁深圳湖州滨州漯河石家庄绍兴芒廷维尤芝加哥苏州茂名萨斯卡通衢州西宁贵阳赤峰运城连云港郑州重庆镇江长沙长治青岛

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
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (611) PDF downloads(81) Cited by(3)
    Proportional views
    Related

    Journal Online

    Author's Center

    Links

    版权所有 © 《工业建筑》杂志社有限公司

    京ICP备11033253号-1

    Supported by: Beijing Renhe Information Technology Co. Ltd     百度统计

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return