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Contemporary Digital Technologies in Construction Part 1: About Mathematical (Numerical) Modelling and computer modelling of loads and impacts, contemporary achievements and problems of mathematical (numerical

A robust algorithm for explaining unreliable machine learning survival models using the Kolmogorov–Smirnov bounds for explaining machine learning survival models. The algorithm is developed to ensure robustness to cases of a

About “Legitimization” of Numerical Modelling of Wind Impacts on Buildings and Structures in Design CodesThe distinctive paper is detoded to problem of “legitimization” of numerical modelling of wind

A penalty approach to the numerical simulation of a constrained wave motionThe main goal of this article is to investigate the numerical solution of a vector-valued nonlinear

Averaging of the Equations of the Standard Cosmological Model over Rapid Oscillations: Influence of the Cosmological Term on the Mean Value of the Effective Barotropic CoefficientAveraging of the Equations of the Standard Cosmological Model over Rapid Oscillations: Influence

Design and computer research of a nonlinear stochastic models describing the dynamics of interacting populations research of the models makes it possible to obtain the results of numerical experiments on the search

Computer research of nonlinear stochastic models with migration flows-migration models, a software package is used to solve numerically the differential equations systems using modified

Numerical modeling of heavy oil displacement by hot water. In this study, the numerical solution is presented concerning the problem of heavy oil with hot water

Numerical Modeling of the Stress-Strain State and Results of GPS Monitoring of the Epicentral Area of the August 24, 2014 Earthquake (Napa, California, USA)This paper reports the results of numerical modeling of the stress-strain state of the epicentral

Reliability of numerical analysis of embankment and concrete dams for action of static and seismic loadsNumerical modeling of main aspects of behavior of concrete and embankment dams under action

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