Effects of elastic foundation on the snap-through buckling of a shallow arch under a moving point load

DOI10.1016/J.IJSOLSTR.2005.04.040zbMath1120.74485OpenAlexW1996189824MaRDI QIDQ2455979

Jen-San Chen, Yuon-Tai Li

Publication date: 17 October 2007

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2005.04.040

zbMATH Keywords

shallow archElastic foundationsnap through

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Related Items (4)

Primary Resonance Response of a Beam with a Differential Edge Settlement Attached to an Elastic Foundation ⋮ Estimation algorithm for physical parameters in a shallow arch ⋮ Analysis of in-plane 1:1:1 internal resonance of a double cable-stayed shallow arch model with cables' external excitations ⋮ Nonlinear Frequency Veering in a Beam Resting on an Elastic Foundation

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