[1]张惠华.M-N-Φ法用于SRC偏压构件截面的计算[J].华侨大学学报(自然科学版),1999,20(1):51-55.[doi:10.11830/ISSN.1000-5013.1999.01.0051]
　Zhang Huihua.Application of M N Φ Method to the Calculation of a Section of Steel Rein forced Concrete Member Submitting to Eccentric Compression[J].Journal of Huaqiao University(Natural Science),1999,20(1):51-55.[doi:10.11830/ISSN.1000-5013.1999.01.0051]
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M-N-Φ法用于SRC偏压构件截面的计算()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第20卷
期数:
1999年第1期
页码:
51-55
栏目:
出版日期:
1999-01-20

文章信息/Info

Title:
Application of M N Φ Method to the Calculation of a Section of Steel Rein forced Concrete Member Submitting to Eccentric Compression
作者:
张惠华
华侨大学土木工程系
Author(s):
Zhang Huihua
关键词:
劲性钢筋混凝土;  极限状态;  曲率
Keywords:
steel reinforced concrete;  ultimate state;  curvature
分类号:
TU375.01
DOI:
10.11830/ISSN.1000-5013.1999.01.0051
摘要:
以混凝土受压边缘的应变达到其极限应变作为截面的极限状态,利用截面的M-N-Φ关系,建立其平衡方程,求解SRC(劲性钢筋混凝土)偏心受压构件截面的极限承载能力.将劲性钢筋混凝土与普通筋混凝土偏心受压构件截面承载能力的计算统一起来,避免了普通混凝土偏心受压构件截面大小偏心的判断,使计算更为简便统一.该法可用于编制劲性钢筋混凝土和普通钢筋混凝土偏心受压构件截面的承载力计算表.
Abstract:
The ultimate bearing capacity of a section of eccentrically compressed member made of steel reinforced concrete (RSC) is solved by avoiding to judge the degree of eccentricity of a section of eccentrically compressed member made of common concrete. The au

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更新日期/Last Update: 2014-03-22