Hello,
I want to find the maximum resistance of the infill walls of a 2-storey building. Which graph should I use? Infill panel deformations, Infill panel forces or Infill panel hysteretic curves?
Thank you
Infill diagrams
Re: Infill diagrams
Dear dimitopa2,
If by maximum resistance, you mean the maximum strength resistance, then you should use the infill panel forces. If you are referring to maximum stiffness, then the infill panel hysteretic curves should be used.
If by maximum resistance, you mean the maximum strength resistance, then you should use the infill panel forces. If you are referring to maximum stiffness, then the infill panel hysteretic curves should be used.
Zoi Gronti
Seismosoft Srl.
Seismosoft Srl.
Re: Infill diagrams
In a static pushover analysis, in infill panell forces what do the axis show? Forces and time?
- seismosoft
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- Joined: 06 Jul 2007, 04:55
Re: Infill diagrams
No there is no time in pushover analysis. In am not sure to which plot you are referring, probably you mean the infill panell forces plot of the post-processor, in which you have forces vs. the pushover loading factor.
Seismosoft Support
Seismosoft Support
Re: Infill diagrams
Yes this is what I meant. Thank you.
Re: Infill diagrams
Hello,
I have a question for the form of a diagram. It's pushover analysis of a two storey building. This is the infill hysteretic curve for an infill wall in the ground floor. Could you help me a little bit with its analysis and the form of it because I'm a little confused?
Thank you
https://ibb.co/H7XM14Z
I have a question for the form of a diagram. It's pushover analysis of a two storey building. This is the infill hysteretic curve for an infill wall in the ground floor. Could you help me a little bit with its analysis and the form of it because I'm a little confused?
Thank you
https://ibb.co/H7XM14Z
- seismosoft
- Posts: 1193
- Joined: 06 Jul 2007, 04:55
Re: Infill diagrams
I am not sure what you mean dimitopa2.
Note that there are 6 internal curves for each infill element (4 diagonal struts and 2 shear curves). Note also that there might be an early out of plane failure that affects the results.
Seismosoft Support
Note that there are 6 internal curves for each infill element (4 diagonal struts and 2 shear curves). Note also that there might be an early out of plane failure that affects the results.
Seismosoft Support
Re: Infill diagrams
The diagram in the previous image was for shear 2. What I meant is I can't understand the contribution of this wall to the construction for example its breaking point etc from the form of the diagram. Do you think there is some kind of failure or is this a correct diagram?
- seismosoft
- Posts: 1193
- Joined: 06 Jul 2007, 04:55
Re: Infill diagrams
Without the details of the analysis (type of analysis, out of plane failures, convergence criteria amongst other things) it is hard to tell. The contribution is a combination of all 6 internal curves (struts + shear).
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Seismosoft Support