Nonlinear push-over analysis
Nonlinear push-over analysis
(OP)
Is Nonlinear SAP200 (v.8 2004) a good software for doing nonlinear push-over analysis for RC moment frame bldgs?
I know that this version has the capability of doing this analysis. Is there anybody out there who has done this analysis with SAP and is there any suggestion/encountered difficulty?
Thank you
I know that this version has the capability of doing this analysis. Is there anybody out there who has done this analysis with SAP and is there any suggestion/encountered difficulty?
Thank you






RE: Nonlinear push-over analysis
It seems OK, but the user has to input the hinge properties (CSI sells a different program, called CSiCOL, that is supposed to calculate the nonlinear behavior of a given RC section).
RE: Nonlinear push-over analysis
What are the default hinge properties in SAP? why should we change these properties?
Although I wanted to consider some modifications to the default values for theta/theta_y (dimensionless rotation) values of different stages of the behavior (IO,CP,...),I thought that these default hinges (M3, P-M-M and ...) are based on FEMA documents and in the absence of any component testing we can use them. Am I right?almost right?or totally wrong?
Thanks again.