Search found 5 matches

by wfperezg
27 Apr 2020, 00:30
Forum: 02-Analytical capabilities
Topic: ACCELERATION VS. DISPLACEMENT SPECTRUM
Replies: 1
Views: 11899

ACCELERATION VS. DISPLACEMENT SPECTRUM

WILL IT BE POSSIBLE TO OBTAIN THE SEPECTRUM OF ACCELERATION VS. DISPLACEMENT?.
THANKS YOU.
by wfperezg
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,
by wfperezg
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...
by wfperezg
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...
by wfperezg
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

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