Calim, Faruk Firat2024-09-182024-09-1820120307-904Xhttps://doi.org/10.1016/j.apm.2011.07.066https://hdl.handle.net/20.500.12483/9312Forced vibration analysis of curved beams on two-parameter elastic foundation subjected to impulsive loads are investigated. The Timoshenko beam theory is adopted in the derivation of the governing equation. Ordinary differential equations in scalar form obtained in the Laplace domain are solved numerically using the complementary functions method. The solutions obtained are transformed to the real space using the Durbin's numerical inverse Laplace transform method. The static and forced vibration analysis of circular beams on elastic foundation are analyzed through various examples. (C) 2011 Elsevier Inc. All rights reserved.eninfo:eu-repo/semantics/openAccessCurved beamElastic foundationForced vibrationArticle36396497310.1016/j.apm.2011.07.0662-s2.0-83655201423Q1WOS:000300075000008Q1