Atay, Mehmet Tarik2024-11-072024-11-0720101565-1339https://hdl.handle.net/11480/11356In this paper, Variational Iteration Method (VIM) is applied for finding buckling loads of a tilted buckled column with varying flexural rigidity, which is an important engineering problem in structural analysis and design considerations. In the cases where determination of exact solutions of tilt-buckling problems may not be possible, usage of this new technique will give researchers a powerful tool for determining them. This study shows the efficiency of the method and accuracy of the resulting analytic approximate solution for the problem. ©Freund Publishing House Ltd.eninfo:eu-repo/semantics/closedAccessBucklingElastic columnElastic stabilityTilt bucklingVariational iterationArticle112971032-s2.0-78649521460Q2