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阶梯式连续梁的有限三弯矩方程及刚度分析
THE FINITE THREE-MOMENTS EQUATIONS AND STIFFNESS ANALYSIS OF CONTINUOUS LADDER BEAM
【摘要】 应用迭代法对阶梯式简支梁挠曲线的有限差分方程组进行分析、求解 ,建立有限转角及挠度方程 ,推导了阶梯式连续梁的有限挠度方程及有限三弯矩方程 ,并据该方程进行了弯曲刚度分析 ,得到足够精确的结果 ,为工程计算提供了一个很好的方法
【Abstract】 By analyzing the set of finite difference equations of the deflection curve of continuous simple-supported beam,the three-moments of rotation and deflection are established.Then the finite three-moments equations and finite deflection equations of continuous ladder beam are derived.Based on these equations,sufficient accurate results of stiffness analysis can be obtained,so a very practical method of engineering computation is supplied.
【关键词】 有限差分;
阶梯式梁;
三弯矩方程;
挠度;
【Key words】 difference equations; ladder beam; three moments equations; deflection;
【Key words】 difference equations; ladder beam; three moments equations; deflection;
- 【文献出处】 山东农业大学学报(自然科学版) ,Journal of Shandong Agricultural University , 编辑部邮箱 ,2002年02期
- 【分类号】O342
- 【被引频次】2
- 【下载频次】127