WILL IT BE POSSIBLE TO OBTAIN THE SEPECTRUM OF ACCELERATION VS. DISPLACEMENT?.
THANKS YOU.
Search found 5 matches
- 27 Apr 2020, 00:30
- Forum: 02-Analytical capabilities
- Topic: ACCELERATION VS. DISPLACEMENT SPECTRUM
- Replies: 1
- Views: 11899
- 07 May 2018, 04:14
- Forum: 04-Unexpected behaviour/errors
- Topic: DIFFERENCES BETWEEN INPUT AND OUTPUT FILES (.SPF,.SRF)
- Replies: 1
- Views: 1929
DIFFERENCES BETWEEN INPUT AND OUTPUT FILES (.SPF,.SRF)
Dear Seismosoft:
After run the adaptive pushover analysis, there is no possible to open the post-processor, the warning message says that there are differences between *.spf and *.srf files, the results canno't be showed.
Please, How should I proceed to fix it?
Thanks,
After run the adaptive pushover analysis, there is no possible to open the post-processor, the warning message says that there are differences between *.spf and *.srf files, the results canno't be showed.
Please, How should I proceed to fix it?
Thanks,
- 27 Jun 2016, 20:34
- Forum: 03-Analytical/modelling capabilities
- Topic: Analitical stress-strain model for nonlinear analisys
- Replies: 1
- Views: 2945
Analitical stress-strain model for nonlinear analisys
In the definition of the mander stress-strain model for concrete, How can I modify the parameters for nonconfined concrete? for example: ultimate strain (eu), ultimate concrete stress (fcu). In the definition of stress-strain model for reinforced steel, is it posible to introduce a Kent-Park or mand...
- 02 Jul 2015, 07:52
- Forum: 02-Getting started with the modelling
- Topic: modelling a masonry structural system
- Replies: 3
- Views: 4454
Re: modelling a masonry structural system
Dear Rui: I can understand that it is not posible to model reinforced mansory buildings with SeísmoStruct, however I'm trying to model no-reinforced mansory; in this case, How can I configure that infill panels resist gravitatory loads?. In the manual it's mentioned that it is possible defining load...
- 01 Jul 2015, 18:17
- Forum: 02-Getting started with the modelling
- Topic: modelling a masonry structural system
- Replies: 3
- Views: 4454
modelling a masonry structural system
Dear Support:
I'm trying to model a building with mansory sructural system, if it is posible, How I must configure the infill panel (mansory) to carry vertical loads from beams and slabs.
Please, I appreciate you help me.
Thanks
I'm trying to model a building with mansory sructural system, if it is posible, How I must configure the infill panel (mansory) to carry vertical loads from beams and slabs.
Please, I appreciate you help me.
Thanks