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In both most "popular" commercially available finite elements programs, NASTRAN and ANSYS, there is a "probabilistic analysis module" that enables a probabilistic analysis of finite element based solutions.
The first model is based on a linear thin-shell theory and the second model uses a self-programmed finite element program with planar elements.
The finite element program ABAQUS is used.
Analyses were performed using the commercial finite element program Ansys.
Structural analysis is performed using a parametric finite element program.
A summary flow chart of the finite element program is shown in Fig. 3.
A 2D model of the structure was created in the finite element program OpenSees (PEER 2015).
Nonlinear finite element program ATENA was used to validate the results.
A finite element program is developed using serendipity element with seven degrees of freedom per node.
Three-dimensional finite element models of the tower are used in the nonlinear finite element program ANSYS.
ANSYS finite element program is used to get displacement and principal stress components.
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