Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Volume 43 Issue 8
Dec.  2014
Turn off MathJax
Article Contents
Xie Pan, Huang Xiaoxu. STRUCTURAL DESIGN OF ADDING STOREY RETROFIT OF HIGH-RISE STEEL GARAGE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 144-149,9. doi: 10.13204/j.gyjz201308030
Citation: Xie Pan, Huang Xiaoxu. STRUCTURAL DESIGN OF ADDING STOREY RETROFIT OF HIGH-RISE STEEL GARAGE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 144-149,9. doi: 10.13204/j.gyjz201308030

STRUCTURAL DESIGN OF ADDING STOREY RETROFIT OF HIGH-RISE STEEL GARAGE

doi: 10.13204/j.gyjz201308030
  • Received Date: 2013-03-25
  • Publish Date: 2013-08-20
  • Adding steel storeys on the top of the original structure is widely used in practice, for the lightness and superior anti-seismic properties.Taking the case of adding storey of high-rise steel garage and retrofit project, it was explained the strain energy methods that are applied to the calculation of damping ratio of steel-concrete mixed structure, and the comparison of the structural internal force and deformation according to different values of damping ratio.In addition, the design of anti-seismic and retrofit of corresponding parts of structure were also expounded.
  • loading
  • [2] 陶景晖,梁书亭,陆飞,等.某办公楼局部抽柱加固改造设计[J].工业建筑,2011,41(2):113-117.
    璩家平,璩继立,茆会勇,等.某框架结构加固与加层改造工程分析[J].建筑结构,2010,40(5):74-75.
    [3] 张学伟,刘卫东,张理,等.某框架结构办公楼的改造加固设计[J].工业建筑,2011,41(2):123-126.
    [4] 邵力群,吴大友,向小华,等.某职业学校砖混宿舍楼抗震加固设计[J].工业建筑,2011,41(2):118-122.
    [5] 崔学宇,孙晓彦.某医院辅诊楼的加层改造设计[J].建筑结构,2011,41(8):54-58.
    [6] 丁志娟,黄嘉,秦凯,等.中国电力技术进出口公司办公楼加层改造研究[J].建筑结构,2010,40(5):64-66.
    [7] GB 500112001建筑抗震设计规范[S].
    [8] 曹资,薛素铎,王雪生,等.空间结构抗震分析中的地震波选取与阻尼比取值[J].空间结构,2008,14(3):3-8.
    [9] 龚炳年,郝锐坤,赵宁.钢-混凝土混合结构模型动力特性的试验研究[J].建筑结构学报,1995,16(3):37-43.
    [10] GB 500112010建筑抗震设计规范[S].
    [11] 薛彦涛,韦承基,孙仁范,等.采用不同材料加层时结构阻尼比计算方法(应变能法)[J].工程抗震与加固改造,2008,30(2):91-95.
    [12] 吴耀辉,娄宇,李爱群.大底盘多塔结构抗震分析研究进展[J].建筑结构,2003,33(9):16-19.
    [13] 万松琳.钢筋混凝土框-剪结构钢结构加层的抗震性能研究[D].青岛:青岛理工大学,2009.
    [14] 王元清,黄怡,石永久,等.双塔高层钢结构抗震性能的有限元分析[J].湖南大学学报:自然科学版,2007,34(10):10-14.
    [15] GB 500092001(2006版)建筑结构荷载规范[S].
    [16] GB 500102002混凝土结构设计规范[S].
    [17] GB 500172003钢结构设计规范[S].
    [18] GB 500112002建筑地基基础设计规范[S].
    [19] JGJ 32002高层建筑混凝土结构技术规程[S].
    [20] JGJ 942008建筑桩基技术规范[S].
    [21] GB 503672006混凝土结构加固设计规范[S].
    [22] JGJ 1232000既有建筑地基基础加固技术规范[S].
    [23] JGJ 1812002建筑钢结构焊接规程[S].
    [24] JGJ 8291钢结构高强螺栓连接的设计、施工及验收规程[S].
  • 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 (190) PDF downloads(87) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return