ON POSITIVENESS AND CONTRACTIVENESS OF THE INTEGRAL OPERATOR ARISING FROM THE BEAM DEFLECTION PROBLEM ON ELASTIC FOUNDATION

DOI10.4134/BKMS.2015.52.4.1225zbMath1325.74082arXiv1408.5025OpenAlexW2964146690MaRDI QIDQ2949399

Sung Woo Choi

Publication date: 8 October 2015

Published in: Bulletin of the Korean Mathematical Society (Search for Journal in Brave)

Full work available at URL: https://arxiv.org/abs/1408.5025

zbMATH Keywords

beameigenvaluedeflectionintegral operator\(L^2\)-normelastic foundation

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Integral operators (47G10) Eigenvalues, estimation of eigenvalues, upper and lower bounds of ordinary differential operators (34L15)

Related Items (4)

Existence and uniqueness of finite beam deflection on nonlinear non-uniform elastic foundation with arbitrary well-posed boundary condition ⋮ Explicit characteristic equations for integral operators arising from well-posed boundary value problems of finite beam deflection on elastic foundation ⋮ Unnamed Item ⋮ Spectral analysis of the integral operator arising from the beam deflection problem on elastic foundation. II: Eigenvalues

This page was built for publication: ON POSITIVENESS AND CONTRACTIVENESS OF THE INTEGRAL OPERATOR ARISING FROM THE BEAM DEFLECTION PROBLEM ON ELASTIC FOUNDATION