An explicit representation of steady sta
✍
Lu Sun
📂
Article
📅
2002
🏛
John Wiley and Sons
🌐
English
⚖ 166 KB
## Abstract A closed‐form deflection response of a beam rest is presented in this paper using the integral transform method. The theory of linear partial differential equations is used to represent the deflection of beam subjected to a moving harmonic line load in integration form. The solution is