| 双向受力构件配筋与校核算法 |
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| 引用本文： | 孙焕纯,杨克俭,王健.双向受力构件配筋与校核算法[J].大连理工大学学报,1988(4). |
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| 作者姓名： | 孙焕纯 杨克俭 王健 |
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| 作者单位： | 大连理工大学工程力学系
(孙焕纯，杨克俭)，大连理工大学海洋工程研究所(王健) |
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| 摘 要： | 在现行规范基本假定基础上，提出了常用截面的钢筋混凝土双向受弯梁的配筋、 强度校核公式及计算方法和矩形截面双向偏心受压柱的配筋计算方法，并将计算结果 同本文第３作者的实验结果做了比较．在合力矩偏角的一定范围内符合较好。由于公 式比较复杂，编制了微机程序进行计算，但也可以用此程序预先计算一些必需的表 格，以备使用，避免计算的困难。本文公式可直接利用构件截面的弯矩和压力算出所 需的钢筋截面面积，使用方便。
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| 关 键 词： | 钢筋混凝土 梁 柱(结构) 强度 计算方法 配筋/双向受力 |
An Algorithm for Sectional Design of Reinforced Concrete Member under Actions of Two-Direction Forces |
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| Sun Huanchun,Yang Kejian,Wang Jian.An Algorithm for Sectional Design of Reinforced Concrete Member under Actions of Two-Direction Forces[J].Journal of Dalian University of Technology,1988(4). |
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| Authors: | Sun Huanchun Yang Kejian Wang Jian |
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| Institution: | Department of Engineering Mechanics. DUT |
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| Abstract: | Some formulae are derived to calculate the longitudinal reinforcement sec- tional area and to check the sectional design of reinforced concrete beams with rectangular and inverse L shape sections under the actions of two-direction bending and rectangular reinforced concrete columns of two-direction eccentric compression. An algorthm is proposed for the sectional design. Due to the complexity of these formulae, the microcomputer programme has been made to complete these calculations and some necessary tables may also be made previously and will be used to avoid the difficulties in calcu- lation. The calculation results by the formulae proposed herein are compared and consistent well under certain conditions with the results of experiment made by the third author of this paper. |
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| Keywords: | concrete beam (supports) column (structure) strength computational method reinforcements/two-direction forces |
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