对钢筋混凝土受弯构件中最小配筋率的探讨 |
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作者单位: | 湖南城建高等专科学校土木工程研究所 湖南 益阳 413000
(孟茁超,康光宗),湖南城建高等专科学校土木工程研究所 湖南 益阳 413000(董润喜) |
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摘 要: | 以分析钢筋混凝土受弯构件最小配筋率的影响因素为基础,认为应对我国现行规范规定的最小配筋率进行修正,并提出了修正的具体途径.
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关 键 词: | 钢筋混凝土 受弯构件 最小配筋率 塑性系数 |
Probing into Minimum Reinforcement Ratio of R.C. Member in Flexure |
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Authors: | MENG Zhuo-chao KANG Guang-zong |
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Abstract: | By analyzing the interference factors of the minimum reinforcement ratio of R.C. member in flexure, the minimum reinforcement ratio in national standard code (GBJ 10-89) must be amended. Some methods to amend the reinforcement ratio are produced. |
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Keywords: | member in flexure minimum reinforcement ratio plasticity |
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