CONTACT INTERACTION UNDERWATER PIPELINE WITH TOUGH-ELASTIC SOIL UNDER SEISMIC LOAD
UDK: 621.643.053:624.042.7(204.1)
Muraveva L. V.
The author considers the issues of dynamic calculation for seismic stability of underwater pipeline taking into account the methods of the task of seismic influences and dynamic strength characteristics of soil.
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 STRESS-STRAIN STATE OF A HETEROGENEOUS DAM TAKING INTO ACCOUNT FLEXIBILITY OF THE BASE BY THE BOUNDARY EQUATION METHOD Go
UDK: 624.04 Khodzhiboev A. A. NUMERICAL MODELING OF DYNAMIC PROBLEM OF THE THEORY OF ELASTICITY BY THE BOUNDARY EQUATIONS METHOD 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
Copyright � 2006 “Internet-vestnik VolgGASU”. ISSN 1994-0351. The citation of materials must include reference to this site.