[1]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):93-100.[doi:10.3969/j.issn.1001-0505.1981.03.012]
 Lu Zhi-tao.Calculation of Normal Section Strength of Reinforced Concrete Members Subjected to Biaxial Bending[J].Journal of Southeast University (Natural Science Edition),1981,11(3):93-100.[doi:10.3969/j.issn.1001-0505.1981.03.012]
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钢筋混凝土双向受弯构件正截面强度的计算()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
11
期数:
1981年第3期
页码:
93-100
栏目:
本刊信息
出版日期:
1981-09-20

文章信息/Info

Title:
Calculation of Normal Section Strength of Reinforced Concrete Members Subjected to Biaxial Bending
作者:
吕志涛
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Author(s):
Lu Zhi-tao
关键词:
双向受弯构件 钢筋混凝土 正截面强度计算 试验结果 混凝土受压区 建议方法 计算方法 纵向钢筋 三角形 设计规范
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1981.03.012
摘要:
本文评述了钢筋混凝土双向受弯构件正截面强度计算的现行方法。根据我院结构研究室所作的试验结果,作者提出了新的计算方法和公式。用国内外研完者的试验资料验证了本文的建议方法。结果表明:与现行设计规范(TJ10—74)方法相比,建议方法的概念较清晰,计算精度较好。
Abstract:
This paper reviews the existing method for calculating normal section strength of reinforced COherete members subjected to biaxial bending. Based on the tests carried out in our Institure, a new method of calculation and new formulae are proposed. The proposed method has been verified by test results obtained from investigators at home and abroad. Comparison shows that the proposed method is more clear in conception and more accurate than the method given in the current Design Code (TJ 10-74).

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更新日期/Last Update: 2013-05-01