By Jan Awrejcewicz
The booklet is a suite of contributions dedicated to analytical, numerical and experimental thoughts of dynamical platforms, awarded on the overseas convention "Dynamical structures: concept and Applications," held in Łódź, Poland on December 7-10, 2015.
The stories provide deep perception into new views in research, simulation, and optimization of dynamical platforms, emphasizing instructions for destiny learn. generally defined subject matters lined comprise: bifurcation and chaos in dynamical structures, asymptotic tools in nonlinear dynamics, dynamics in lifestyles sciences and bioengineering, unique numerical equipment of vibration research, regulate in dynamical structures, balance of dynamical structures, vibrations of lumped and non-stop platforms, non-smooth platforms, engineering platforms and differential equations, mathematical methods to dynamical platforms, and mechatronics.
Read or Download Dynamical Systems: Modelling: Łódź, Poland, December 7-10, 2015 PDF
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Extra info for Dynamical Systems: Modelling: Łódź, Poland, December 7-10, 2015
Damaziak ⋅ J. Małachowski ⋅ Ł. Mazurkiewicz ⋅ M. Artur Department of Mechanics and Applied Computer Science, Military University of Technology, 2 Gen. S. pl © Springer International Publishing Switzerland 2016 J. 1007/978-3-319-42402-6_3 27 28 P. Baranowski et al. even more alarming, despite of a mandatory use of various child-resistant systems (CRS) and existence of such regulations as UN/ECE Regulation 44, this situation has not changed over the last few years . Since years, EC has in place special program aimed toward increase of road safety.
1(1), 174–183 (2007) 12. : Nonlinear Finite Elements for Continua and Structures. Wiley, UK (2000) 13. : Development of Improved Injury Criteria for the Assessment of Advanced Automotive Restraint Systems—II. National Highway and Trafﬁc Safety Administration (1999) Analysis of the Dynamic Behavior of a Radar Tower Rui Barros, Hugo Guimarães and Manuel Braz César Abstract The present work addresses the study of the dynamic behavior of a metallic steel tower 45 m high, supporting a radar antenna.
0 0 The physical meaning of the values εi ði = 1, 2Þ is that it represents the relative fraction of the unit area of the sphere surface where the normal stresses (tensile or compressive) exceed the ultimate strength σ i of the material of the microparticles that are cut by the surface of this sphere. The volume concentration of flat microdefects which are destroyed under tension or compression is determined by the ratio of the number of destructed microparticles N0i to their total number N ðpi = N0i ̸NÞ in the representative volume.