首页 | 本学科首页   官方微博 | 高级检索  
     检索      

HRB500级钢筋混凝土偏压柱的受力性能研究
引用本文:于红杰.HRB500级钢筋混凝土偏压柱的受力性能研究[J].科学技术与工程,2010,10(25).
作者姓名:于红杰
作者单位:漯河职业技术学院,漯河,462000
摘    要:通过对6组HRB500钢筋混凝土偏心受压柱的试验研究,探讨HRB500级钢筋在混凝土偏压柱中强度发挥的程度,并利用规范对HRB500钢筋混凝土偏心受压构件进行承载力的计算,将试验结果与计算结果相比较,符合性较好。

关 键 词:HRB500钢筋  偏心受压柱  承载能力
收稿时间:6/10/2010 8:43:40 AM
修稿时间:2010/6/18 0:00:00

The analysis on the characteristic of HRB500 reinforced eccentric loading columns by the exeriment results
yuhongjie.The analysis on the characteristic of HRB500 reinforced eccentric loading columns by the exeriment results[J].Science Technology and Engineering,2010,10(25).
Authors:yuhongjie
Institution:YU Hong-jie,YAO Yan-hong(Luohe Vocational and Technical College,Luohe 462000,P.R.China)
Abstract:Based on HRB500 six groups of reinforced concrete column of eccentric loading experiment research,HRB500 reinforced concrete column is discussed in the level of intensity of bias. Using the standard for HRB500 reinforced concrete eccentric loading capacity calculation of hardware will test results and the calculation result is compared,compliance.
Keywords:Keywords: HRB500 steel bar  eccentric loading columns  carrying capacity
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《科学技术与工程》浏览原始摘要信息
点击此处可从《科学技术与工程》下载免费的PDF全文
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