A column whose material property is varying along its length stochastically and subjected to stochastic loadings in space is considered. The FEM is formulated appropriately. The scale of fluctuation is used to capture the second-order properties of the stochastic processes. The buckling load statistics, such as mean value, variance and buckling mode statistics, are derived. Application of the FEM developed is illustrated with a numerical example
The buckling behavior of thin-walled I-sections is very sensitive to imperfections. The experi-menta...
The free vibrational characteristics of a beam-column, which is having randomly varying Young's modu...
Continuous and finite element methods are utilized to determine the buckling load of columns with ma...
Nonconservatively loaded columns. which have stochastically distributed material property values and...
A beam-column resting on continuous Winkler foundation and discrete elastic supports is considered. ...
A beam-column resting on continuous Winkler foundation and discrete elastic supports is considered. ...
Columns which have stochastically distributed Young's modulus and mass density and are subjected to ...
Columns which have stochastically distributed Young's modulus and mass density and are subjected to ...
A new finite element method is developed to analyse non-conservative structures with more than one p...
fi nite elements method, probability theory, M onte C arlo simulation ABSTRACT: This paper shows an ...
The Leipholz column which is having the Young modulus and mass per unit length as stochastic process...
A stochastic finite element method is developed to study the reliability of structures such as beams...
A relatively simple, yet comprehensive, stochastic finite element model is presented herein for pre...
A relatively simple, yet comprehensive, stochastic finite element model is presented herein for pre...
The free vibrational characteristics of a beam-column, which is having randomly varying Young's modu...
The buckling behavior of thin-walled I-sections is very sensitive to imperfections. The experi-menta...
The free vibrational characteristics of a beam-column, which is having randomly varying Young's modu...
Continuous and finite element methods are utilized to determine the buckling load of columns with ma...
Nonconservatively loaded columns. which have stochastically distributed material property values and...
A beam-column resting on continuous Winkler foundation and discrete elastic supports is considered. ...
A beam-column resting on continuous Winkler foundation and discrete elastic supports is considered. ...
Columns which have stochastically distributed Young's modulus and mass density and are subjected to ...
Columns which have stochastically distributed Young's modulus and mass density and are subjected to ...
A new finite element method is developed to analyse non-conservative structures with more than one p...
fi nite elements method, probability theory, M onte C arlo simulation ABSTRACT: This paper shows an ...
The Leipholz column which is having the Young modulus and mass per unit length as stochastic process...
A stochastic finite element method is developed to study the reliability of structures such as beams...
A relatively simple, yet comprehensive, stochastic finite element model is presented herein for pre...
A relatively simple, yet comprehensive, stochastic finite element model is presented herein for pre...
The free vibrational characteristics of a beam-column, which is having randomly varying Young's modu...
The buckling behavior of thin-walled I-sections is very sensitive to imperfections. The experi-menta...
The free vibrational characteristics of a beam-column, which is having randomly varying Young's modu...
Continuous and finite element methods are utilized to determine the buckling load of columns with ma...