| 钢筋混凝土矩形截面双向偏心受压构件配筋的计算 |
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| 引用本文： | 杜汉民,邓淑芬.钢筋混凝土矩形截面双向偏心受压构件配筋的计算[J].建筑结构学报,1985,6(3):36-43. |
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| 作者姓名： | 杜汉民 邓淑芬 |
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| 作者单位： | 黑龙江省建筑设计院
,黑龙江省建筑设计院 |
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| 摘 要： | 本文在综合、分析有关文献的基础上寻求一种新的途径,以解决钢筋混凝土双向偏心受压配筋计算中存在的若干实际问题。文中采用了最优布筋因子的概念,确定最合理的布筋形式,直接求得一组最优的或逼近最优的配筋量。在计算过程中,引进了迭代模式,同时直接引用规范(TJ 10-74)公式(65),不附加任何条件。本计算方法已编制成程序,可在PC-1500机上计算。
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| 收稿时间： | 1985-06-05 |
| 修稿时间： | 1985-06-05 |
Calculation of Rectangular Section Reinforced Concrete Members Subjected to Biaxial Bending and Compression |
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| Du Hanmin,Deng Shufen.Calculation of Rectangular Section Reinforced Concrete Members Subjected to Biaxial Bending and Compression[J].Journal of Building Structures,1985,6(3):36-43. |
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| Authors: | Du Hanmin Deng Shufen |
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| Affiliation: | Du Hanmin,Deng Shufen ( Heilongjiang Institute of Architectural Design ) |
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| Abstract: | With the review and analysis of available references, this paper tries to find a new way for solving some practical problems in calculating the reinforcement of reinforced concrete members subjected to biaxial bending and compression. The most reasonable arrangement and a set of optimal or approaching optimal amount of reinforcement are given in this paper by using a concept of optimal factor of reinforcement. During the computation,the iteration process and the formula ( 65 ) in the Code TJ 10-74 are used directly without any additional restriction. A simple and convenient program has been compiled for this method using pocket computer P |
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