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Variational approach for torsional dynamic response of a single pile in multi-layered soils
Published in Geomechanics and Geoengineering, 2023
Hien Manh Nghiem
Figure 3 shows the flow chart of the iterative solution. A tolerance, , was applied to the relative difference of to check the convergence of the iteration. Computer code is developed in Object Pascal for the proposed solution and for the solution based on the force equilibrium method (Lakshmanan and Minai 1981, Wu et al. 2014) with the same model of the pile-soil system in Figure 1.
Navigation through unknown and dynamic open spaces using topological notions
Published in Connection Science, 2018
Sergio Miguel-Tomé
Implementation of spatial representation that has the TQNA 1.0 is based on the generalisation of HTQS used for n-dimensions (Miguel-Tomé and Fernández-Caballero, 2014). Objects in the space are thus described by an interval for each spatial dimension. So, specifically, the following Object Pascal code has been used to implement the representations of objects in the TQNA 1.0: