[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] 点击复制 对称配筋小偏心受压构件截面强度计算的建议() 分享到： var jiathis_config = { data_track_clickback: true };

15

1985年第2期

86-95

1985-06-20

文章信息/Info

Title:
Suggestion on Calculating Section Strength for Symmetrically Reinforced Concrete Short Columns with Small Uniaxial Eccentricity

Author(s):
Wei Longwu Cheng Wenrang
Dept. of Civil Eng.

+
DOI:
10.3969/j.issn.1001-0505.1985.02.010

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,

相似文献/References:

[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]
[2]丁大钧,庞同和.钢筋混凝土矩形截面偏心受压构件刚度和裂缝的试验研究[J].东南大学学报(自然科学版),1980,10(1):33.[doi:10.3969/j.issn.1001-0505.1980.01.003]
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[3]丁大钧,庞同和.钢筋混凝土矩形截面偏心受压构件刚度和裂缝的试验研究[J].东南大学学报(自然科学版),1981,11(1):33.[doi:10.3969/j.issn.1001-0505.1981.01.003]
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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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