Dear All,
I have modelled a 4 storey Steel frame in Seismostruct 2016 and I ran a Dynamic Time-History Analysis for specific seismic event (scale=1.0, completed successfully). Next, I ran an Incremental Dynamic Analysis for the same frame using the same seismic input applying the factors 0.1, 30, 0 ...
Search found 3 matches
- 23 Apr 2017, 19:17
- Forum: 03-Analytical/modelling capabilities
- Topic: Incrimental dynamic anlysis
- Replies: 1
- Views: 1965
- 04 Apr 2017, 16:20
- Forum: 02-Getting started with the modelling
- Topic: Plastic Hinge
- Replies: 4
- Views: 9292
Plastic Hinge
hello
I want to model LCF (Linked Column Frame) by seismostruct.
How is the modeling of LCF in seismostruct ?
i do not know if i should model it with Link element(e,g:st-bl) or model it with InfrmFBPH?
Thank you
I want to model LCF (Linked Column Frame) by seismostruct.
How is the modeling of LCF in seismostruct ?
i do not know if i should model it with Link element(e,g:st-bl) or model it with InfrmFBPH?
Thank you
- 03 Apr 2017, 22:41
- Forum: 04-Unexpected behaviour/errors
- Topic: Scale Factors
- Replies: 1
- Views: 3838
Scale Factors
Dear All,
I have modelled a 4 storey Steel frame in Seismostruct 2016 and I ran a Dynamic Time-History Analysis for specific seismic event (scale=1.0, completed successfully). Next, I ran an Incremental Dynamic Analysis for the same frame using the same seismic input applying the factors 0.1, 1.2 ...
I have modelled a 4 storey Steel frame in Seismostruct 2016 and I ran a Dynamic Time-History Analysis for specific seismic event (scale=1.0, completed successfully). Next, I ran an Incremental Dynamic Analysis for the same frame using the same seismic input applying the factors 0.1, 1.2 ...