Analytical calculation of deformations of a truss for a long span covering
Introduction. The method of induction based on the number of panels is employed to derive formulas designated for deflection of a square in plan hinged rod structure, which has supports on its sides and which consists of individual pyramidal rod elements. The truss is statically determinable and sym...
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| Format: | Article |
| Language: | English |
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Moscow State University of Civil Engineering (MGSU)
2020-10-01
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| Series: | Vestnik MGSU |
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| Online Access: | https://doi.org/10.22227/1997-0935.2020.10.1399-1406 |