Thank You for the answer. Is there indirect way to obtain these values ? Have you recognized issue related to this topic ?
Many thanks in advance for replay.
Michał
Search found 4 matches
- 08 Jan 2020, 19:08
- Forum: 03-Analytical/modelling capabilities
- Topic: Damping energy
- Replies: 3
- Views: 1550
- 22 Sep 2019, 11:54
- Forum: 03-Analytical/modelling capabilities
- Topic: Damping energy
- Replies: 3
- Views: 1550
Damping energy
Dear All,
I'm conducting analysis related to damping energy and I have a few questions about your experinces in relation to time-history analysis.
Is there a way to obtain damping energy in the beam element, related to nonlinear material behavior ? At the same time, is it possible to extract ...
I'm conducting analysis related to damping energy and I have a few questions about your experinces in relation to time-history analysis.
Is there a way to obtain damping energy in the beam element, related to nonlinear material behavior ? At the same time, is it possible to extract ...
- 25 Apr 2017, 17:28
- Forum: 04-Unexpected behaviour/errors
- Topic: static pushover analysis - results
- Replies: 11
- Views: 19562
Re: static pushover analysis - results
Hi Tim,
thanks for Your replay.
I'm quite new at Seismo Soft, so for now I'd like to conduct a couple of analysis were I know the result (based on experimental tests available in literature). That's why i wrote, that the best fit is by using FBPH element's class. I carried pushover analysis with ...
thanks for Your replay.
I'm quite new at Seismo Soft, so for now I'd like to conduct a couple of analysis were I know the result (based on experimental tests available in literature). That's why i wrote, that the best fit is by using FBPH element's class. I carried pushover analysis with ...
- 23 Apr 2017, 10:08
- Forum: 04-Unexpected behaviour/errors
- Topic: static pushover analysis - results
- Replies: 11
- Views: 19562
static pushover analysis - results
Dear all,
I'm conducting pushover analysis for steel frame. As a part of verification proces I used different element's classes (FB, FBPH, DB, DBPH). During analysis i changed only element's class and number of elements per member. Results different significantly (the best fit is FBPH with PH ...
I'm conducting pushover analysis for steel frame. As a part of verification proces I used different element's classes (FB, FBPH, DB, DBPH). During analysis i changed only element's class and number of elements per member. Results different significantly (the best fit is FBPH with PH ...