Titlebook: Dynamical Systems in Applications; ?ód?, Poland Decembe Jan Awrejcewicz Conference proceedings 2018 Springer International Publishing AG, p

榮幸

Gait Transitions in Artificial Non-standard Snake-Like Locomotion Systems Using Adaptive Control, unconventional model for a snake-like locomotion systems in form of a chain of visco-elastically interconnected mass points in a plane with passive joints, but – in contrast to literature – active links (time-varying link-length) and rotatable skids to change the movement direction and to avoid obs

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暫時(shí)休息

AUGUR

Experimental Evaluation of Mathematical and Artificial Neural Network Modeling of Energy Storage Sym. Because of a nonlinear description of charging/discharging dynamics in subsequent cycles and a coupling of the terminal voltage and temperatures of a battery, the recurrent artificial neural network structure (R-ANN) is proposed. Both models, analytical and R-ANN were employed to predict a behavi

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主講人

大約冬季

Interaction of Bridge Cables and Wake Behind in the Vortex Induced Vibrations,ated behind the cable. On the basis of formulation of the fluid forces applied to the cable in the direction of lift, it is described the coupled model where force is resulting from the coupling of cable and wake. The system of dynamical motion equations, corresponding to the coupled model, is suppl

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Steady-State Behaviour of the Rigid Jeffcott Rotor Comparing Various Analytical Approaches to the Surnal bearings. To express the fluid-film forces in the journal bearings, several approximate analytical solutions of the Reynolds equation are used, including widely used approximations for infinitely long and infinitely short journal bearing and a method using correction polynomial functions to ex

BRIDE

Numerical Investigation on Dynamic Performance of a Multi-storey Steel Structure Model and Comparisd provides a valuable insight into the dynamics of building structures, which helps to improve their future safety and reliability. The present study aims to conduct a numerical evaluation of dynamic response of a multi-storey steel structure model, which was previously examined during an extensive