Winkler model for dynamic response of composite caisson-piles foundations: Lateral response

Dynamic Response of Single Piles Under Lateral Loads and Earthquakes

Dynamic Response of Single Piles Under Lateral Loads and Earthquakes

dynamic response of single piles under lateral loads and earthquakes

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Nonlinear dynamic response of floating piles under vertical vibration

This paper presents the influence of non-linearity on the dynamic response of floating pile foundation subject to vertical vibration. A detailed theoretical investigation of stiffness and damping parameters is made for floating piles with different shear modulus reduction ratio of the weak zone soil. The accuracy of the non-linear analysis for predicting the dynamic response depends upon the ch...

Analysis of Response Robustness for a Multi-Objective Mathematical Model of Dynamic Cellular Manufacturing

The multi-objective optimization problem is the main purpose of generating an optimal set of targets known as Pareto optimal frontier to be provided the ultimate decision-makers. The final selection of point of Pareto frontier is usually made only based on the goals presented in the mathematical model to implement the considered system by the decision-makers. In this paper, a mathematical model...