NUMERICAL ANALYSIS OF THE ACCOUNT OF THE STAGES IN THE CALCULATION OF THE SHELL TOGETHER WITH THE SOIL MASSIF
Journal Title: International Journal for Computational Civil and Structural Engineering - Year 2019, Vol 15, Issue 3
Abstract
The distinctive paper discus ses the stress-strain state of a cylindrical shell with and without taking into account changes in the design model in time. The volumetric design model of the cylindrical shell and the soil massif is made. The calculation consists of several stages from the beginning of the tunnel shell construction to the end of the work. The authors analyzed the results and made appropriate recommendations.
Authors and Affiliations
Sergey Kosytsyn, Vladimir Akulich
Keywords
Related Articles
- EP ID EP647362
- DOI 10.22337/2587-9618-2019-15-3-84-95
- Views 74
- Downloads 0
ИССЛЕДОВАНИЕ ТЕПЛ ОВЛАГ ООБМЕНА В ВЫСОКОПОРИСТЫХ ГАЗОНАПОЛНЕННЫХ ПОЛИМЕРАХ ПРИМЕНИТЕЛЬНО К РАСЧЕТУ ИХ ТЕПЛОПРОВОДНОСТИ
В данной работе предлагается метод расчета эффективной теплопроводности влагосодержащих высокопористых пенопластов, в котором используется неаддитивная схема учета влияния диффузии пара на перенос тепла. Приведена разраб...
COMPUTER MODELING OF NONLINEAR SYSTEM VIBRATIONS WITH APPLOWANCE FOR NONLOCAL DAMPING
The paper is devoted to the analysis of the nonlocal damping consideration influence on the results of computer modeling of nonlinear systems subjected to periodic deterministic and stochastic stationary loads forced vib...
ADHESION OF COMPONENTS OF COMPOSITE STEEL AND CONCRETE CROSS SECTION IN ANALYSIS OF BEAMS WITH CONCRETE ENCASED SECTIONS
A brief overview of the issues of aggregate work of components of the composite steel and concrete section is made. It is presented various options for the layout of the cross-section of beams used in the practice of des...
ENHANCEMENT OF THE REINFORCED CONCRETE PLAIN STRUCTURES DESIGN METHODS WITH THE TAKING INTO CONSIDERATION THE TRUE PROPERTIES OF HIGH PERFORMANCE CONCRETES
The enhancement of the reinforced concrete plain structures design methods on the basis of the deformation theory of the plasticity of reinforced concrete with cracks by N.I. Karpenko is considered. The deformation model...
STRUCTURAL SAFETY ANALYSIS OF STADIUMS FOR THE 2018 FIFA WORLD CUP IN RUSSIA. FORMULATION OF PROBLEMS OF STRUCTURAL ANALYSIS
The article presents structural safety analysis of the three-dimensional long-span systems “ground base – reinforced concrete foundation structures and stands - metal structures of the coating and facades” of football st...