Torsional effect

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Torsional effect

Post by nicola27 » Wed Jan 23, 2013 2:23 pm

my structure is concrete and I modeled the beams with BeamElementWithHinges. I have not included in the initial analysis of the torsional stiffness in the fiber section and the period was 0.8 [s]. After I inserted the torsion (Ubig) and my period is increased.

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Re: Torsional effect

Post by benkhalil » Wed Feb 27, 2013 12:02 pm

i need know the opensees navigator can do the analysis with torsional effects??????????????????????

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Re: Torsional effect

Post by fmk » Fri Mar 01, 2013 12:12 pm

you could look at the input files for opensees that navigator creates.

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