Issue: 1(25), 2013. Series: Multi-Topic

NUMERICAL MODELING OF STRESS-STRAIN STATE OF A HETEROGENEOUS DAM TAKING INTO ACCOUNT FLEXIBILITY OF THE BASE BY THE BOUNDARY EQUATION METHOD

UDK: 624.04

Khodzhiboev A. A.

This paper presents some new research results of the stress-strain state of a piecewise homogeneous dam taking into account flexibility of the base obtained by numerical modeling on the basis of boundary integral equations method.

Other articles in section

UDK: 624.042
Romashkin V. N.
SUPERELEMENT FORMULATION OF THE METHOD OF FREQUENCY AND DYNAMIC CONDENSATION
Go

UDK: 624.04
Khodzhiboev A. A.
NUMERICAL MODELING OF DYNAMIC PROBLEM OF THE THEORY OF ELASTICITY BY THE BOUNDARY EQUATIONS METHOD
Go

UDK: 621.643.053:624.042.7(204.1)
Muraveva L. V.
CONTACT INTERACTION UNDERWATER PIPELINE WITH TOUGH-ELASTIC SOIL UNDER SEISMIC LOAD
Go

UDK: 624.154.1
Gerashchenko V. S.
TESTING OF THE DEVELOPED STATIC MODEL PARAMETERS OF THE PILE FOUNDATION BASIS
Go

UDK: 699.86
Kornienko S. V.
PROBLEMS OF THERMAL PROTECTION OF EXTERNAL WALLS OF MODERN BUILDINGS
Go

UDK: 699.86
Kornienko S. V.
COMPLEX ASSESSMENT OF OPERATIONAL SAFETY OF RESIDENTIAL BUILDING
Go