Add to ORKGThis report deals with the calculation of the ultimate load of an axially compressed concrete member. It does not matter whether the member is straight or circular curved. Attention is mainly devoted to geometrical non-linearity (2nd order effect) and to physical non-linearity. The latter phenomenon is caused by the dependence of the bending stiffness on the state of load. The methods described offer a rather easy way of calculating the ultimate load. They are illustrated by two examples.Civil Engineering and Geoscience
In this paper we propose a second order method to analyse concrete frames based on the imposed defor...
[EN] The structural design methods development nowadays allows including the effects of geometric an...
WOS: A1993MT91500009An approach to the ultimate strength calculation and the dimensioning of arbitra...
The work presented in this thesis constitutes an investigation into the use of computer mehods for t...
ABSTRACT: A computationally efficient method of non-linear analysis is described for reinforced conc...
Abstract This paper presents a non-linear Timoshenko beam element with axial, bending, and shear for...
Despite the availability of sophisticated non-linear finite element (FE) analysis software, linearel...
In this paper an analytical method for determining and the numerical results on the axial force and ...
The object of this research is to study the effects of nonlinear behavior of partially prestressed c...
The parameters that influence the nonlinear behavior of R/C frames including geometry, material and ...
A nonlinear multilevel analysis method for reinforced concrete beams whereby the members are divided...
Nonlinear response of a structure to progressive loading may originate from two different sources vi...
The modern structural design approach makes provision for the possibility to completely exploit the ...
Combined effects of geometric and material nonlinearities on a uniform column subjected to an axial ...
This work deals with the non-linear behaviour of framed reinforced concrete structures and its aim i...
In this paper we propose a second order method to analyse concrete frames based on the imposed defor...
[EN] The structural design methods development nowadays allows including the effects of geometric an...
WOS: A1993MT91500009An approach to the ultimate strength calculation and the dimensioning of arbitra...
The work presented in this thesis constitutes an investigation into the use of computer mehods for t...
ABSTRACT: A computationally efficient method of non-linear analysis is described for reinforced conc...
Abstract This paper presents a non-linear Timoshenko beam element with axial, bending, and shear for...
Despite the availability of sophisticated non-linear finite element (FE) analysis software, linearel...
In this paper an analytical method for determining and the numerical results on the axial force and ...
The object of this research is to study the effects of nonlinear behavior of partially prestressed c...
The parameters that influence the nonlinear behavior of R/C frames including geometry, material and ...
A nonlinear multilevel analysis method for reinforced concrete beams whereby the members are divided...
Nonlinear response of a structure to progressive loading may originate from two different sources vi...
The modern structural design approach makes provision for the possibility to completely exploit the ...
Combined effects of geometric and material nonlinearities on a uniform column subjected to an axial ...
This work deals with the non-linear behaviour of framed reinforced concrete structures and its aim i...
In this paper we propose a second order method to analyse concrete frames based on the imposed defor...
[EN] The structural design methods development nowadays allows including the effects of geometric an...
WOS: A1993MT91500009An approach to the ultimate strength calculation and the dimensioning of arbitra...