首页 | 本学科首页   官方微博 | 高级检索  
     

高强钢筋混凝土圆形截面压弯剪构件受剪承载力计算方法研究
引用本文:梁书亭,蒋永生,朱敏杰,鲁宗悫,杨小风. 高强钢筋混凝土圆形截面压弯剪构件受剪承载力计算方法研究[J]. 工业建筑, 1998, 28(5): 25-27,31
作者姓名:梁书亭  蒋永生  朱敏杰  鲁宗悫  杨小风
作者单位:1. 东南大学土木工程学院 210096
2. 南京市第二建筑设计研究院 210002
基金项目:江苏省科委应用基础基金,南京市建委资助项目
摘    要:在将沿周边均匀配筋的圆形截面用等价正方形截面代替的基础上,以解析方法分析了高强钢筋混凝土圆形截面压弯剪构件的受剪承载力,并提出了其简化计算公式,且所给公式简单实用,精度良好。

关 键 词:高强钢筋混凝土  圆形截面  压弯剪构件  受剪承载力  截面等价代换

RESEARCH OF SHEAR PROPERTY CALCULATION METHOD FOR CIRCULAR COMPRESSION BEND SHEAR MEMBER OF HIGH STRENGTH CONCRETE
Liang Shuting Jiang Yongsheng Zhu Minjie. RESEARCH OF SHEAR PROPERTY CALCULATION METHOD FOR CIRCULAR COMPRESSION BEND SHEAR MEMBER OF HIGH STRENGTH CONCRETE[J]. Industrial Construction, 1998, 28(5): 25-27,31
Authors:Liang Shuting Jiang Yongsheng Zhu Minjie
Abstract:Based on replacing circular section with distributed reinforcement along circumference by equal values square section, circulars short column shear property of high strength reinforcement concrete was analyzed. By analyzing internal and external research results, simplified calculation formulas of shear property for circular compression bend shear short column of high strength reinforcement concrete are put forward. The proposed calculation formulas are simple, practical and in good precision.
Keywords:high strength reinforcement concrete circular section compression bend shear member shear property section equal values replacement
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号