analysis and results

03-Analytical/modelling capabilities
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rasha attia
Posts: 4
Joined: 30 Oct 2016, 19:16

analysis and results

Post by rasha attia » 30 Oct 2016, 20:03

1- how can i get the moment curvature curve for the building?

2- how can i define the shear modulus for concrete ?

3- what's the difference between inelastic force based plastic hinge frame method and inelastic force based frame element ,and if inelastic force based frame element take plastic hinge calculation in account or not ??how i can see these results (it's position)

4- what's the meaning of
a: transition of curve shape calibrating coefficient A1 ,A2 ,A3 and A4.



thanks

rasha attia
Posts: 4
Joined: 30 Oct 2016, 19:16

Re: analysis and results

Post by rasha attia » 30 Oct 2016, 20:25

1- how can i know if the failure due to shear or fracture failure?? (shape of curve)
2- how i know the critical shear force that makes the sample crack??(on the curve and definition)
3-should i assign the yield (performance criteria ) to the lower element of the shear walls only ?? why
4- how i assign the yield (performance criteria ) (beams and frames) in frames ??
5- how can i determine the failure mode of the structure through performance criteria ??

rasha attia
Posts: 4
Joined: 30 Oct 2016, 19:16

Re: analysis and results

Post by rasha attia » 01 Nov 2016, 17:19

what's the difference between inelastic force based plastic hinge frame method and inelastic force based frame element ,and if inelastic force based frame element take plastic hinge calculation in account or not ??how i can see these results (it's position)

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seismosoft
Posts: 565
Joined: 06 Jul 2007, 04:55

Re: analysis and results

Post by seismosoft » 02 Nov 2016, 08:15

Hello Rasha,
Note that the current forum is a forum on Seismosoft's program, rather than a general purpose earthquake engineering forum.
Further, being a small company, Seismosoft cannot provide free personalised and detailed help to our thousands users.
Most of your questions above are general questions on earthquake engineering, rather than questions on the usage of our software, and should better discussed with your supervisor. Finally, please read well the user manual, so that you make specific questions on specific subjects about our programs.

Seismosoft Support

rasha attia
Posts: 4
Joined: 30 Oct 2016, 19:16

Re: analysis and results

Post by rasha attia » 02 Nov 2016, 19:08

how i know the units of moment curvature curve ??(curvature)

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seismosoft
Posts: 565
Joined: 06 Jul 2007, 04:55

Re: analysis and results

Post by seismosoft » 04 Nov 2016, 15:29

The curvature units are always 1/length.
Please try to post in the forum questions on the programs.These questions are better dicussed with your supervisor.

Seismosoft Support

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