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
Wei Zhuobin. STUDY ON THE INFLUENCE OF SCALLOP STRUCTURE ON ASEISMIC BEHAVIOR OF BEAM-COLUMN WELDING CONNECTIONS IN STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 78-81. doi: 10.13204/j.gyjz200707023
Citation: Wei Zhuobin. STUDY ON THE INFLUENCE OF SCALLOP STRUCTURE ON ASEISMIC BEHAVIOR OF BEAM-COLUMN WELDING CONNECTIONS IN STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 78-81. doi: 10.13204/j.gyjz200707023

STUDY ON THE INFLUENCE OF SCALLOP STRUCTURE ON ASEISMIC BEHAVIOR OF BEAM-COLUMN WELDING CONNECTIONS IN STEEL FRAMES

doi: 10.13204/j.gyjz200707023
  • Received Date: 2006-12-20
  • Publish Date: 2007-07-20
  • Based on the analyses of earthquake failure,the failure experiment on four full-size specimens of steel frame beam-column welding connections under cyclic loading is accomplished,taking account of influencing factor in form of scallop structure.According to a comparison of moment-plastic corner cure with moment-cumulative plastic deformation multiple cure,the test results show that scallop structure and steel tab are the primary factors influencing the plastic deformation capacity and failure mode of beam-column connections.Improving the scallop structure is an effective means,which can improve not only the aseismic behavior but also the construction technique is the same as the traditional connections.
  • 1995年兵庫県南部地震鉄骨造建物被害調查報告害:[研究报告].日本建築学会近畿支部鉄骨構造部会,1995
    [2] 日本建築学会近畿支部鉄骨構造部会.通しダイァフラム形式で角形鋼管柱に接合されるH形鋼の塑性變形能力に關する実験報告書.1997
    [3] 杨强跃,郑悦.钢框架梁柱节点连接方式的介绍与分析.建筑结构,2004(6):44-48
    [4] 日本建築学会.鋼構造限界状態指針設計同解說.3.4接合部の設計.1998
    [5] 日本建築学会,鉄骨工事技術指針工場制作編.1996
    [6] 日本建築学会.鋼構造结合部設計指針.4.1柱梁接合部の設計.2001
    [7] 立山英二,韋灼彬.実大鉄骨柱梁接合部の破壞実験について.鉄構技術,2005(8):59-63
    [8] 赵大伟,石永久,陈宏.低周往复荷载下梁柱节点的试验研究.建筑结构,2000,30(9):3-6
    [9] 肖利平.钢框架梁柱节点脆性破坏的分析与改进.有色冶金设计与研究,2004,25(4):28-31
    [10] 吹田啓一郎,田村匠,森田周平.ノンスカランプ工法とRBS工法による柱梁接合部の塑性变形能力-改良型溶接柱梁接合部の実大実験.日本建築学会構造系論文集,1999(526):177-184
  • 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 (52) PDF downloads(122) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return