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钢筋浮石混凝土框架柱斜截面受剪承载力试验研究

Experimental Study on Bearing Shear Capacity for Truncated Surface of Reinforced Pumice Concrete Frame Column

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【作者】 李跃李鹏鸿王凯

【Author】 Li Yue (Design Institute of Northeast Municipal Engineering and Constructional Contract Firm)Li Penghong (Department of Civil Engineering)Wang Kai (Qian Guo County Urban Construction Section)

【机构】 东北市政工程承包公司设计院吉林建筑工程学院建工系前郭县城建局

【摘要】 本文在对19根浮石混凝土框架柱进行的试验研究中,通过变化剪跨比、轴压比、配筋率等因素,探讨其对浮石混凝土框架柱抗剪强度及延性的影响规律,提出了浮石混凝土框架柱抗剪强度计算公式.

【Abstract】 In this paper,19 pumice concrete frame columns are studied by experiments. By the changes of elements such as shear-span ratio,axial force ratio,the amount of stirrups,and etc.,the regulations of their effect on shear resistance strength and ducti lity are discussed,and the calculation formula of shear resistance strength of pumice concrete frame column is given here.

  • 【文献出处】 吉林建筑工程学院学报 ,Journal of Jilin Architectural and Civil Engineering Institute , 编辑部邮箱 ,1994年04期
  • 【分类号】TU375.4
  • 【下载频次】33
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