Elastoplastic oscillations of bar system taking into account longitudinal malleability of its elements under the influence beyond design
Автор: Potapov A.N., Ufimtsev E.M.
Рубрика: Теория расчета строительных конструкций
Статья в выпуске: 2 т.14, 2014 года.
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The application of time analysis to the problems of bar systems mechanics in the context of elastoplastic behavior of the material was shown. An example of dynamic design of a plane three-core truss structure by impulse load was given.
Method, time analysis, mathematical model, bilinear
Короткий адрес: https://sciup.org/147154381
IDR: 147154381
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