Implementation of a consitutuve model simulating axial force / shear and axial force / moment interaction in OpenSees enviroment
keywords C++, MASONRY, MATLAB, OPENSEES, REINFORCED CONCRETE STRUCTURES
Reference persons FABIO DI TRAPANI
Description The thesis concerns the implementation and validation of a constitutive model capable of simulating the variation of shear and bending resistance as the entity of the normal stress varies. The application is intended for reinforced concrete and masonry structures.
The model must be implemented in the open-source software "OpenSees" in C ++ language. Therefore, the thesis foresees programming skills.
Required skills C++, matlab (python)
Deadline 02/12/2022 PROPONI LA TUA CANDIDATURA