Shopping cart ITEMS
 modern scholarly publishers in the finest tradition
Login Register
Home
Books
Journals
References
A-Z Index
Author Index
For Our Authors
User Area
Shopping Cart
Contact
Electronic Data Center

International Journal for Computational Civil and Structural Engineering

 

ISSN for PRINT: 1524-5845

Institutional price:

$604.00

Issues per year:

4

For Online Access

Best Paper Award Selection - Editorial Board Site

Add subscription to shopping cart

2005, Volume1

Issue 2

  104 pages  

DOI: 10.1615/IntJCompCivStructEng.v1.i2   

click 'Save as...' here to save XML metadata


  • DISCRETE-CONTINUAL METHODS OF ANALYSIS IN STRUCTURAL DYNAMICS
  • Alexander B. Zolotov, Professor
    Department of Applied Mathematics and Information Technology, Moscow State University of Civil Engineering, 26, Yaroslavskoe Shosse, 129337, Moscow, Russia

    Vadim N. Savostyanov
    Professor, Department of Applied Mechanics and Mathematics, Moscow State University of Civil Engineering, Russia

    Pavel A. Akimov
    Assistant Professor, Department of Applied Mathematics and Information Technology, Moscow State University of Civil Engineering, 26, Yaroslavskoe Shosse, 129337 Moscow, Russia


    ABSTRACT

    The aim of this paper is to present the discrete-continual method of analysis of the coupled system “plate-soil foundation” in the context of microseismic and gravitational processes in a foundation. The distinctive method is the discrete-continual because it presupposes finite element approximation with respect to space coordinates while the problem remains continual in time. This reasonable combination of numerical and analytical approaches offers numerous advantages and provides a high degree of accuracy. Time discretization is not required and therefore this appreciable fact in its turn leads to the considerable reduction in the computing time and in the number of operations. Due to specifity of initial data standard step-by-step methods couldn39;t meet the challenge for the considering problem. Brief introduction to the problems of geological efficiency of microseismic processes in foundations is provided. The original formulation is based on elastic theory and linear creep theory. We use the soil model allowing propagation of plastic deformations and the nonlinear model of soil foundation under cyclic loadings, proposed by Professor Z.G. Ter-Martirosyan. Being foreground subject of this paper, the discrete-continual method is considered in the several aspects of theoretical basics, numerical implementation and software packages. Numerical example is presented as well.

    DOI: 10.1615/IntJCompCivStructEng.v1.i2.80

    Download article, 87-103 pages

    Article price - $35.00  

    Add to shopping cart

    << Previous article  

    Designed by offsiteteam Designed by offsiteteam Designed by offsiteteam
    Begell House Inc.
    50 Cross Highway,
    Redding, CT 06896
    TEL (203) 938 1300
    FAX (203) 938 1304
    orders@begellhouse.com