Calculation of deformations of a cantilever-frame planar truss model with an arbitrary number of panels
Introduction. By method of induction using three independent parameters (numbers of panels) formulas for deflection under different types of loading are derived. Curves based on the derived formulas are analyzed, and the asymptotic of solutions for the number of panels are sought. The frame is stati...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Moscow State University of Civil Engineering (MGSU)
2020-04-01
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| Series: | Vestnik MGSU |
| Subjects: | |
| Online Access: | https://doi.org/10.22227/1997-0935.2020.4.510-517 |