Hello everone
With which program should a high-rise building analyzed in OpenSees be compared ?
I'm thinking of comparing with etabs.
I would be grateful if you enlighten me.
Search found 4 matches
- Fri Jan 13, 2023 4:29 am
- Forum: OpenSees.exe Users
- Topic: Tall building in OpenSees
- Replies: 0
- Views: 9288
- Thu Nov 24, 2022 8:18 am
- Forum: OpenSeesPy
- Topic: There are fluctuations in the push curve
- Replies: 0
- Views: 10544
There are fluctuations in the push curve
Hello everyone, I am doing a pushover analysis on a 2D reinforced concrete frame, but there are fluctuations in the push curve. I think it is wrong. I would be grateful if you could show me where my mistake is. The image of the curve is available at the link below. https://r.resimlink.com/ilq9_V43WX...
- Tue Nov 08, 2022 1:41 am
- Forum: OpenSees.exe Users
- Topic: Which material model should I use for the most accurate result in Sap2000?
- Replies: 0
- Views: 9981
Which material model should I use for the most accurate result in Sap2000?
Hi dear friends
I did a pushover analysis in Sap2000 and I want to confirm this analysis in the opensees environment. Which material model do you think will give more accurate results ??
And how close should I expect results ??
I did a pushover analysis in Sap2000 and I want to confirm this analysis in the opensees environment. Which material model do you think will give more accurate results ??
And how close should I expect results ??
- Fri Sep 23, 2022 4:18 am
- Forum: OpenSeesPy
- Topic: I can't get the pushover curve
- Replies: 0
- Views: 10861
I can't get the pushover curve
Hi dear friends, I have a Pushover analysis example using the ConcreteCM material model, but I can't find the correct base shear value. I can't find my mistake. I think I've tried everything. Correct base shear force value = 146.9 kN I will be glad if you help. The codes are as follows. # import lib...