Dear Seismosoft Support,
Thank you for your response.
What i meant is that the shear value for the support is equal to zero, from the yield point to the end of the analyses. the shear output is sth like this:
6.44507225 60.45422095
6.44702235 60.76189709
6.44897245 60.82272397
6.45092255 0
6 ...
Search found 2 matches
- 12 Oct 2017, 18:02
- Forum: 03-Analytical/modelling capabilities
- Topic: static time history analysis
- Replies: 7
- Views: 11635
- 11 Oct 2017, 20:05
- Forum: 03-Analytical/modelling capabilities
- Topic: static time history analysis
- Replies: 7
- Views: 11635
Re: static time history analysis
Dear Seismosoft Support
I applied a displacement time history and ran a static analyses on one of your template bridge piers in seismostruct.
the problem is that from the yield point it does not give any shear responses in the support. But since the material you have defined for steel is th mengotto ...
I applied a displacement time history and ran a static analyses on one of your template bridge piers in seismostruct.
the problem is that from the yield point it does not give any shear responses in the support. But since the material you have defined for steel is th mengotto ...