Volume 39 Issue 2
Apr.  2021
Turn off MathJax
Article Contents
BAI Wen-feng, BAI Yu, LIANG Yu-ming, LIU Zhong-wei, SU He-xian, LAI Zheng-cong. The Shear Resistance of Wall Panel Made of Wooden Frame Covered by Orthogonal Oblique Placement Bamboo Strips[J]. JOURNAL OF BAMBOO RESEARCH, 2020, 39(2): 51-59.
Citation: BAI Wen-feng, BAI Yu, LIANG Yu-ming, LIU Zhong-wei, SU He-xian, LAI Zheng-cong. The Shear Resistance of Wall Panel Made of Wooden Frame Covered by Orthogonal Oblique Placement Bamboo Strips[J]. JOURNAL OF BAMBOO RESEARCH, 2020, 39(2): 51-59.

The Shear Resistance of Wall Panel Made of Wooden Frame Covered by Orthogonal Oblique Placement Bamboo Strips

  • Received Date: 2020-02-16
    Available Online: 2021-04-29
  • Publish Date: 2021-04-29
  • A kind of hybrid panel, which is made of wooden frame covered by orthogonal oblique placement bamboo strips on one side, was tested. In order to explore the response of the panel under vertical and horizontal load, it was destroyed by the pseudo-static action to measure the ultimate horizontal bearing capacity and deformation capacity. Furthermore, the hybrid panel was destroyed by the low cyclic loading to study its seismic bearing capacity, deformation capacity, failure process, hysteretic curve and skeleton curve feature. The results showed that the bearing capacity, stiffness, ductility and energy dissipation capacity of the hybrid panel were much better than the light wood frame construction because of the hybrid effects between bamboo strips and wooden frame. It was feasible to build low-rise buildings by using hybrid panel as load bearing walls in the 8 degree seismic fortification regions.
  • loading
  • [1]
    中华人民共和国住房和城乡建设部. 建筑业发展"十三五" 规划[R/OL]. 建科[2017]166号.
    [2]
    聂圣哲. 美制木结构住宅导论[M]. 北京:科学出版社,2011.
    [3]
    叶继红,冯若强,陈伟. 村镇轻钢结构建筑抗震技术手册[M]. 南京:东南大学出版社,2013.
    [4]
    JGJ 227-2011,低层冷弯薄壁型钢房屋建筑技术规程[S].
    [5]
    中华人民共和国住房和城乡建设部,中华人民共和国工业和信息化部.绿色农房建设导则(试行)[R/OL]. 建村[2013]190号.
    [6]
    肖岩,单波. 现代竹结构[M]. 北京:中国建筑工业出版社,2013.
    [7]
    柏文峰,黄文昆. 装配式建筑背景下的云南竹产业发展前景广阔[J].云南林业:2017,6:37-39.
    [8]
    CECS 434:2016,圆竹结构建筑技术规程[S].
    [9]
    李磊,现代新型胶竹材料蠕变性能及组合结构蠕变研究[D]. 湖南:湖南大学,2012.
    [10]
    杨宇明,辉朝茂. 中国竹类[M]. 北京:国际竹藤组织出版社,2010.
    [11]
    熊泽龙. 轻质竹结构抗震性能研究[D]. 南京:东南大学,2018.
    [12]
    Y. XIAO,Bo Shan. MODERN BAMBOO STRUCTURES[M]. Leiden, The Netherlands:2008.
    [13]
    Gernot Minke. Design and Technology of a Sustainable Architecture[M]. Birkhauser Verlag GmbH,Basel:2016.
    [14]
    杨宝璋. 竹与竹建筑[M]. 昆明:云南出版集团,2014.
    [15]
    GB 50005-2017,木结构设计标准[S].
    [16]
    Jules J.A. Janssen. Designing and building with Bamboo[M]. Beijing:TECHNICAL REPORT NO.20, INBAR, 2000.
    [17]
    高承勇,倪春,张家华,郭苏夷. 轻型木结构建筑设计(结构设计分册)[M]. 北京:中国建筑工业出版社,2011.
    [18]
    GB 50011-2010,建筑抗震设计规范[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 (1581) PDF downloads(123) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return