摘要
依据单位阶梯函数的性质,通过分析不同载荷下连续梁的弯矩方程特点,用单位阶梯函数建立了梁的弯矩方程,并进一步推导出连续梁挠度的统一方程。该方法求解过程规范,利于编程实现电算化,有助于分析计算连续梁的内力。
Based on the properties of the unit step function, through the analysis of different load characteristics of continuous beam bending moment equation, the moment equation of the beam is established by the unit step function, unified equation and deduced the continuous beam deflection. The procedure is regular, and the program is useful torealize the computerization, which can contribute to the analysis and calculation of the internal force of continuous beam.
出处
《实验科学与技术》
2014年第4期13-14,17,共3页
Experiment Science and Technology
基金
黄河科技学院校级教育教学改革研究项目(JG2011015)
关键词
单位阶梯函数
弯矩
挠度方程
连续梁
unit step function
bending moment
deflection equation
continuous beam
