ОБОБЩЕННОЕ БИФРАКТАЛЬНОЕ БРОУНОВСКОЕ ДВИЖЕНИЕ

Abstract

Расширение нескольких центрированных гауссовский процессов требует введения нового процесса, названного бифрактальным броуновским движением. Этот процесс зависит от нескольких параметров, а именно: α > 0 , β>0 ,  0<H<1  и 0<K≤1 .  Для случая, когда параметр K=1, исследуется свойство выпуклости. Для случая, когда  2HK≤ 1, доказывается принадлежность этого процесса к квази-классу (обладанием квази-канонической кривой постоянного склона), и к классу центральных гауссовских процессов

Authors and Affiliations

Charles El-Nouty

Keywords

Related Articles

RIGID AND NON-RIGID KINEMATIC EXCITATION FOR MULTIPLY-SUPPORTED SYSTEM: ONCE MORE ABOUT THE CONTRIBUTION OF DAMPING TO THE DYNAMIC LOADS IN SEISMIC ANALYSIS

Development of linear equations of motion for seismic analysis is discussed in the paper. The paper continues the discussion: the author does not agree with colleagues putting damping matrix into the right-hand part of t...

INVESTIGATION OF HEAT-HUMIDITY TRANSFER IN HIGH-POROUS GAS-FILLED POLYMERS TO CALCULATE ITS HEAT CONDUCTIVITY

A method for calculating the effective thermal conductivity of moisture-containing highly porous foamed polymers is proposed. In this method a non-additive scheme for taking into account the effect of steam diffusion on...

UNIVERSAL SOFTWARE SYSTEM “STADYO” FOR THE NUMERICAL SOLUTION OF LINEAR AND NONLINEAR PROBLEMS OF THE FIELD THEORY, STATICS, STABILITY AND DYNAMICS OF SPATIAL COMBINED SYSTEMS: GENERAL PARAMETERS AND SUPERELEMENTAL FEATURES

The distinctive paper presents the general papers of the science-based universal software system “STADYO” intended for the numerical solution of stationary and nonstationary problems of field theory, analy-sis of static,...

APPLICATION OF COMPUTER SIMULATION IN THE EVALUATION OF THE STRESS-STRAIN STATE OF LOAD-BEARING STRUCTURES OF BUILDINGS MASONRY

The results of studies on the analysis of the stress-strain state of the structures of bearing walls of high-hollow pottery. The way of modeling masonry finite element method. The experimental study of masonry structures...

DYNAMIC EFFECTS IN THE BEAM ON AN ELASTIC FOUNDATION CAUSED BY THE SUDDEN TRANSFORMATION OF SUPPORTING CONDITIONS

A mathematical model of a dynamic process in a loaded beam on an elastic Winkler base with the sudden formation of a defect in the form of a change in the boundary conditions is constructed. The solution of the static pr...

Download PDF file
  • EP ID EP576574
  • DOI 10.22337/2587-9618-2018-14-4-81-89
  • Views 53
  • Downloads 0

How To Cite

Charles El-Nouty (2018). ОБОБЩЕННОЕ БИФРАКТАЛЬНОЕ БРОУНОВСКОЕ ДВИЖЕНИЕ. International Journal for Computational Civil and Structural Engineering, 14(4), 81-89. https://europub.co.uk/articles/-A-576574