If need to perform a seismic analysis you can do it as shown. Afterwards, you can use the results of this analysis to design reinforced concrete shear walls. However, you do not need to perform a seismic analysis just to be able to design reinforced shear walls. Have a nice day
Yes, there is. Scia Engineer allows input of functions for time history analysis. An acceleration is an assembly of constant functions at a different step in time. help.scia.net/webhelplatest/en/tb/dynamics/direct_time_integration.htm
good job completely overhauling the UI to make these tutorials completely unusable. SCIA once again making their software the most difficult to use on the market (Y)
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![[EN] Parametric modelling in Grasshopper and Koala tools for SCIA Engineer](/img/tr.png)
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![[EN] An Introduction to SCIA Engineer, part 2: Steel structures](/img/n.gif)
La présentation est excellente - le ton, le débit et l'énergie du présentateur est toujours au rendez-vous. Merci Stéphane
Could you please detail the specifications of the hardware used to create this model?
Is there any way of using compression-only springs in a seismic analisys?
is these a way to design reinforced concrete shear walls with scia?
If need to perform a seismic analysis you can do it as shown. Afterwards, you can use the results of this analysis to design reinforced concrete shear walls.
However, you do not need to perform a seismic analysis just to be able to design reinforced shear walls.
Have a nice day
can we get all the reinforcement drawings automatically generated
Excellent webinar!
Is there a way to excitate the building through an earthquake accelerograph for a linear time history dynamic analysis?
Yes, there is. Scia Engineer allows input of functions for time history analysis. An acceleration is an assembly of constant functions at a different step in time. help.scia.net/webhelplatest/en/tb/dynamics/direct_time_integration.htm
good job completely overhauling the UI to make these tutorials completely unusable. SCIA once again making their software the most difficult to use on the market (Y)