[1]卫龙武,程文瀼.对称配筋小偏心受压构件截面强度计算的建议[J].东南大学学报(自然科学版),1985,15(2):86-95.[doi:10.3969/j.issn.1001-0505.1985.02.010]
 Wei Longwu Cheng Wenrang.Suggestion on Calculating Section Strength for Symmetrically Reinforced Concrete Short Columns with Small Uniaxial Eccentricity[J].Journal of Southeast University (Natural Science Edition),1985,15(2):86-95.[doi:10.3969/j.issn.1001-0505.1985.02.010]
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对称配筋小偏心受压构件截面强度计算的建议()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
15
期数:
1985年第2期
页码:
86-95
栏目:
本刊信息
出版日期:
1985-06-20

文章信息/Info

Title:
Suggestion on Calculating Section Strength for Symmetrically Reinforced Concrete Short Columns with Small Uniaxial Eccentricity
作者:
卫龙武程文瀼
南京工学院土木工程系; 南京工学院土木工程系 教师; 副教授
Author(s):
Wei Longwu Cheng Wenrang
Dept. of Civil Eng.
关键词:
小偏心受压构件 正截面强度计算 对称配筋 构件截面 轴心受压 截面设计 混凝土 建议 计算值 计算公式
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1985.02.010
摘要:
本文指出了以平截面假定为基础的偏心受压构件截面强度计算中存在的问题。针对这些问题,提出了计算对称配筋小偏心受压构件截面强度的三个方案以及R_w、σ_g的计算公式。由此使截面设计和校核方法大为简化,且有较好的计算结果。
Abstract:
This paper points out some questions existing in calculating the section strength for eccentrically reinforced concrete short column, with the assumption that the section refered remaining plane. For these questions, three calculating methods and formulas for calculating R_w、σ_g are put forward for the symmetrically reinforced concrete short column with small uniaxial eccentricity. According to these proposals, it will be more convenient for us to design and to check-up the cross section and its calculation results are satisfactory,

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[1]张立人.钢筋混凝土双向受弯构件正截面强度计算方法的讨论(摘登)[J].东南大学学报(自然科学版),1982,12(4):146.[doi:10.3969/j.issn.1001-0505.1982.04.013]
 [J].Journal of Southeast University (Natural Science Edition),1982,12(2):146.[doi:10.3969/j.issn.1001-0505.1982.04.013]
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[4]吕志涛.钢筋混凝土双向受弯构件正截面强度的计算[J].东南大学学报(自然科学版),1981,11(3):93.[doi:10.3969/j.issn.1001-0505.1981.03.012]
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更新日期/Last Update: 2013-05-01