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Elastoplastic oscillations of bar system taking into account longitudinal malleability of its elements under the influence beyond design
Section: Теория расчета строительных конструкций
Article in issue: 2 т.14, 2014.
Free access
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
Similar articles in the section Civil and structural engineering in general
Short address: https://sciup.org/147154381
IDS: 147154381 | UDC: 624.04:539.3:534
