@inproceedings{635da778e5154193bac57e424299941d,
title = "Buckling analysis of inclined beam-column structures by using differential transform method (DTM)",
abstract = "In this work a classical structural element inclined beam-column has been analyzed for two boundary conditions by applying a semi-analytical numerical technique differential transform method (DTM).Eigenvalues related to critical load and length, and deflection curves are presented for pinned-pinned and clamped-pinned end condition cases.",
keywords = "And differential transform method (DTM), Boundary conditions, Buckling, Critical load, Eigenvalue, Inclined beam-column",
author = "Ayse Ozkan and Ibrahim Ozkol",
year = "2013",
doi = "10.4028/www.scientific.net/AMM.390.251",
language = "English",
isbn = "9783037858332",
series = "Applied Mechanics and Materials",
pages = "251--255",
booktitle = "Mechanical and Aerospace Engineering IV",
note = "2013 4th International Conference on Mechanical and Aerospace Engineering, ICMAE 2013 ; Conference date: 20-07-2013 Through 21-07-2013",
}