Analysis of the buckling of spatial truss with cross lattice
The construction of a beam type spatial truss is proposed. The truss consists of three plane trusses with a cross lattice. The supports of the structure are modeled at the four corner points. The simple analytical dependence of the structure deflection on its size, load and a number of panels has be...
Main Author: | M.N. Kirsanov |
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Format: | Article |
Language: | English |
Published: |
Peter the Great St. Petersburg Polytechnic University
2016-11-01
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Series: | Инженерно-строительный журнал |
Subjects: | |
Online Access: | http://engstroy.spbstu.ru/eng/index_2016_04/05.html |
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