Statistically indeterminate beams such as continuous ones are commonly applied to practical engineering structures. A solution to such indeterminate beams, based on the Laplace transform, is presented in this report. A facilitating formula with loading functions and boundary conditions upon the beam was derived; moreover, four examples were used for testing the formula. The computational results from these examples show that this formula can easily and efficiently solve the problem of indeterminate beams, thereby evidently demonstrating the practicability of the presented method.
為了持續優化網站功能與使用者體驗,本網站將Cookies分析技術用於網站營運、分析和個人化服務之目的。
若您繼續瀏覽本網站,即表示您同意本網站使用Cookies。