摘要
本文由弹性基梁的控制方程得到了梁挠度曲线方程的一般表达式 ,给出了不同弹性基下梁挠度的计算结果 ,本文给出的计算结果可直接应用于工程实际。
In the paper common formula of beam deflection curve equation is got by elasticity basis beam control equation and gave deflection curves of the beam under different elasticity basis are given. Calculation conclusion in the paper can be applied on the engineering practice.
出处
《结构工程师》
2002年第4期48-51,共4页
Structural Engineers
关键词
梁
挠度计算
弹性基梁
common formula, different elasticity basis, deflection
