aaragon
Structural
- May 31, 2003
- 2
Hi everybody. I have a problem and I would like to know if somebody can help me solve it.
I need to model a two-way ribbed slab with a finit element program. In order to do so, I can change the stiffness matrix of the program but I have to calculate these coefficients. I know that some programs calculate them automatically, but I want to learn the procedure and understand it.
Could you give me a reference to this theory?
Thank you very much.
aaragon
I need to model a two-way ribbed slab with a finit element program. In order to do so, I can change the stiffness matrix of the program but I have to calculate these coefficients. I know that some programs calculate them automatically, but I want to learn the procedure and understand it.
Could you give me a reference to this theory?
Thank you very much.
aaragon