The article proposes resolving equations for eccentrically compressed reinforced concrete short columns obtained on the viscoelastic model basis. Comparison of the results obtained according to the theory of heredity, theory of hardening, aging, flow, kinetic theory, as well as the nonlinear theory of concrete creep by Yu.A. Gurieva is presented
<div><p>Abstract A concrete structural member when kept under sustained load presents progressive st...
The paper presents a derivation of governing equations and the method of calculation of shells of re...
Variation of statistical scheme of reinforced and prestressed concrete structures is frequent in mod...
The article proposes resolving equations for eccentrically compressed reinforced concrete short colu...
The article presents the derivation of the resolving equations for calculating short eccentrically c...
Analysis of load carrying capacity of a reinforced concrete column, which was carried out using the ...
A generalized analytical approach is presented in this research to predict the behavior both of slen...
The aim is to solve the actual general problems for calculation of the structures taking linear and ...
A solution is given for the long-term de flexions of a reinforced concrete column with an initial cu...
In the article the derivation of the resolving equations for calculation taking into account creep o...
In this paper, a computational viscoelastic analysis method of sections in reinforced concrete is pr...
The method of the analysis of static deformation of reinforced concrete columns with regard to geome...
The paper presents the results of numerical modeling of concrete rheological manifestations under co...
Creep of concrete can aggravate deflections of flexural members, cause loss of prestress in prestres...
An isotropic model for creep damage of concrete under uniaxial compression is proposed, where the co...
<div><p>Abstract A concrete structural member when kept under sustained load presents progressive st...
The paper presents a derivation of governing equations and the method of calculation of shells of re...
Variation of statistical scheme of reinforced and prestressed concrete structures is frequent in mod...
The article proposes resolving equations for eccentrically compressed reinforced concrete short colu...
The article presents the derivation of the resolving equations for calculating short eccentrically c...
Analysis of load carrying capacity of a reinforced concrete column, which was carried out using the ...
A generalized analytical approach is presented in this research to predict the behavior both of slen...
The aim is to solve the actual general problems for calculation of the structures taking linear and ...
A solution is given for the long-term de flexions of a reinforced concrete column with an initial cu...
In the article the derivation of the resolving equations for calculation taking into account creep o...
In this paper, a computational viscoelastic analysis method of sections in reinforced concrete is pr...
The method of the analysis of static deformation of reinforced concrete columns with regard to geome...
The paper presents the results of numerical modeling of concrete rheological manifestations under co...
Creep of concrete can aggravate deflections of flexural members, cause loss of prestress in prestres...
An isotropic model for creep damage of concrete under uniaxial compression is proposed, where the co...
<div><p>Abstract A concrete structural member when kept under sustained load presents progressive st...
The paper presents a derivation of governing equations and the method of calculation of shells of re...
Variation of statistical scheme of reinforced and prestressed concrete structures is frequent in mod...