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Fri, 17 Jan 2020 03:08:47 GMT

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Seismic analysis EC8

M P — Fri, 17 Jan 2020 08:39:26 GMT

Hi guys,

I' m trying to make a seismic analysis, using the response spectrum (EC8) from the "load item" list.

In the second phase I' m define one spectrum in x and y direction (direction parameters 1 and 0,3), specifying the masses (selfweight, live and dead loads in x and y) in the reference loads definitions

Unfortunatelly i' m not getting the right results.

Anyone know how to procede to make a seismic analysis following the EC8?

Thanks

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Seismic analysis EC8