Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 52 Issue 2
Feb.  2022
Turn off MathJax
Article Contents
HU Xiaowen, NIE Xin. Comparison and Analysis on Different Structural Systems of Multi-Story Industrial Plants[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 81-89. doi: 10.13204/j.gyjzG21053113
Citation: HU Xiaowen, NIE Xin. Comparison and Analysis on Different Structural Systems of Multi-Story Industrial Plants[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 81-89. doi: 10.13204/j.gyjzG21053113

Comparison and Analysis on Different Structural Systems of Multi-Story Industrial Plants

doi: 10.13204/j.gyjzG21053113
  • Received Date: 2021-05-31
    Available Online: 2022-06-30
  • Publish Date: 2022-02-20
  • In traditional vertical industrial workshops that use reinforced concrete structures and steel structures, when the span is relatively large and the load is relatively heavy, the use of a steel-concrete composite structure system can bring better overall benefits. As a place where grain is stacked, the vertical granary workshop has the characteristic of bearing a relatively large load. In order to investigate the comprehensive benefits of different structural systems used in multi-story industrial workshops, a granary frame structure in Hainan Province was taken as an example. Based on the design software, the reinforced concrete structure, steel structure and steel-concrete composite structure were adopted for scheme design, and the economic indicators of the three structural systems were calculated. The static pushover analysis and dynamic elasto-plastic time history analysis of the structures were carried out by using the finite element analysis software. Performance indexes including the load-bearing capacity, lateral stiffness, story drift and distribution of plastic hinges of different structural systems were compared. The analysis results exhibit that the steel-concrete composite structure has broad application prospects in multi-story industrial plants due to its superior mechanical performance, convenient construction performance and extraordinary comprehensive benefits.
  • loading
  • [1]
    聂建国,刘明,叶列平.钢-混凝土组合结构[M].北京:中国建筑工业出版社, 2005.
    [2]
    钱稼茹,赵作周,纪晓东.高层建筑结构设计[M].北京:中国建筑工业出版社, 2018.
    [3]
    NAKASHIMA M, MATSUMIYA T, SUITA K, et al. Full-scale test of composite frame under large cyclic loading[J]. Journal of Structural Engineering, 2007, 133(2):297-304.
    [4]
    聂建国,陶慕轩,黄远,等.钢-混凝土组合结构体系研究新进展[J].建筑结构学报, 2010, 31(6):71-80.
    [5]
    UDAGAWA K, MIMURA H. Behavior of composite beam frame by pseudo dynamic testing[J]. Journal of Structural Engineering, 1991, 117(5):1317-1334.
    [6]
    中华人民共和国住房和城乡建设部.建筑结构荷载规范:GB 50009-2012[S].北京:中国建筑工业出版社, 2012.
    [7]
    中华人民共和国住房和城乡建设部.混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社, 2010.
    [8]
    陶慕轩,聂建国.考虑楼板空间组合效应的组合框架体系纤维模型[J].建筑结构学报,2013, 34(11):1-9.
    [9]
    李一昕,陶慕轩,丁然,等.组合框架-核心筒体系抗震性能动力弹塑性分析方法[J].建筑结构学报, 2015, 36(增刊1):1-7.
    [10]
    陶慕轩,聂建国.材料单轴滞回准则对组合构件非线性分析的影响[J].建筑结构学报, 2014, 35(3):24-32.
    [11]
    许立言,聂建国,丁然,等.独柱高架站台组合结构体系设计及分析[J].建筑结构学报, 2015, 36(增刊1):34-41.
    [12]
    聂建国,陶慕轩.多高层钢-混凝土组合框架结构体系弹塑性分析模型[J].建筑结构学报, 2010, 31(7):1-12.
    [13]
    聂建国,陶慕轩.采用纤维梁单元分析钢-混凝土组合结构地震反应的原理[J].建筑结构学报, 2011, 32(10):1-10.
    [14]
    聂建国,陶慕轩.采用纤维梁单元分析钢-混凝土组合结构地震反应的应用[J].建筑结构学报, 2011, 32(10):11-20.
    [15]
    庄亮东,陈伟,聂鑫,等.抗拔不抗剪连接件在钢-混凝土组合框架结构中的应用[J].建筑结构学报, 2020, 41(1):104-112.
    [16]
    黄羽立,陆新征,叶列平,等.基于多点位移控制的推覆分析算法[J].工程力学, 2011, 28(2):18-23.
    [17]
    叶列平,曲哲,马千里,等.从汶川地震框架结构震害谈"强柱弱梁"屈服机制的实现[J].建筑结构, 2008(11):52-59,67.
    [18]
    中华人民共和国住房和城乡建设部.建筑抗震设计规范:GB 50011-2010[S].北京:中国建筑工业出版社, 2010.
  • 加载中

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 (118) PDF downloads(7) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return