INDUCTIVE ANALYSIS OF THE DEFORMATION OF THE ARCHED TRUSS
Main Article Content
Abstract
An analytical solution to the problem of the deflection of a flat arched statically determinate truss un-der the action of a uniformly distributed and concentrated load is obtained and analyzed. To obtain the depend-ence of the deflection on the number of panels, an induction method was used in two parameters — the number of panels in the crossbar and the number of panels in the supporting side trusses. All transformations and analysis are performed in the system of computer mathematics Maple. Expressions for the forces in individual rods are found. The asymptotic approximation of solutions is obtained.
Downloads
Download data is not yet available.
Article Details
How to Cite
Kirsanov, M. N. (2018). INDUCTIVE ANALYSIS OF THE DEFORMATION OF THE ARCHED TRUSS. International Journal for Computational Civil and Structural Engineering, 14(1), 64–70. https://doi.org/10.22337/2587-9618-2018-14-1-64-70
Issue
Section
Articles