Hi! Does anybody here knows how the stress-strain curve for the wood apitong should look like? Badly needed for my research. Hope you can reply. Thank you! :)
Lean Jesselie A. dela Cruz
2008-00398 | BS Civil Engineering, University of the Philippines - Diliman
Auditor, UP Aggregates, Inc...
Hi everyone! I would just like to ask for some help regarding inputting a stress-strain curve in SAP 2000. I'm supposed to do a nonlinear analysis on a masonry structure made of adobe. I'm trying to input a stress-strain curve of my material, adobe, using the nonlinear material data dialog box...
Thank you, Ashshamy8. I tried doing what you said. I ran an elastic analysis and here are the deformations. I'm not sure if this is valid enough given the materials I have. (Wood for the second floor and adobe on the entire first floor).
The load combination I used for that particular run is...
Thank you, Ashshamy8. I tried doing what you said. I ran an elastic analysis and here are the deformations. I'm not sure if this is valid enough given the materials I have. (Wood for the second floor and adobe on the entire first floor).
The load combination I used for that particular run is...
Hi everyone! :)
I would like to ask for some help on how to apply the loads on this model that I have made. The second floor walls are made of wood(shell elements) and the first floor walls are made up of adobe (also using shell elements). I have already computed the dead, live and seismic...
Hi everyone!
I would like to ask for some help in modeling this structure using SAP2000. I was asked to do both linear static and nonlinear static analysis on the said structure.
The first floor walls are all made of adobe with no flooring while the whole second floor is made up of wood.
I...
