Seismosoft | Earthquake Engineering Solutions

Hello,
Can we arrive Pinching effect in hysteresis curves in post processor module?Please reply as soon as possible.
Thank you,
Nayan H M

Hi,
I have been conducting Cyclic load testing on Beam-Column Joint model.Type of analysis is Static Time history analysis. How do I change the Joint Reinforcement ? I want closer stirrup spacing in the joint region.Please reply as soon as possible.
Thank you,
Nayan

Hello,
I am analyzing Exterior RC beam column joint with cyclic loading.Can I introduce cross inclined diagonal bar in the Beam Column Joint region?Please reply as soon as possible.
Thank you.

Hi,
I have been conducting Cyclic load testing on Beam-Column Joint model.Type of analysis is Static Time history analysis.If the stirrups are closely spaced it has to increase the ultimate load.I have been varying the spacing of stirrups in both Beams and columns, but the load carrying capacity in ...

Hi,
I am conducting cyclic testing of beam column joint.The input time history curve has 8 cycles .While running the analysis ,the model runs upto 4 cycles and then shows "unable to run analysis , analysis is terminated" . How do I run the analysis for complete 8 cycles???.Please reply as soon as ...

Hi,
I am conducting cyclic testing of beam column joint.Type of analysis is static time history analysis.In the post-processor, I am getting hysteresis graph as base shear v/s displacement.By any way can I get it for load v/s displacement.Please reply as soon as possible.
Thank you.

How do I Input Stress-Strain values of a concrete ?
Stress strain values are predefined in the software,I wanted to change them.
Please reply as soon as possible.
Thank you.

Hi,
Can I change the type of concrete to fiber-reinforced concrete and also vary percentage of fibers?
Please reply as soon as possible.
Thank You

Hi,
I tried to run a predefined beam column joint for static time history analysis by changing its time history data,which was "BENCHMARK" time history data and then added "IMPERIAL VALLEY" time history data. When I tried to run the analysis ,it keeps showing "time history data should be in ...

Hi,
I tried to run a predefined beam column joint in the software for static time history analysis. I noticed that, the input time history data has time and load factor values.Can you please explain what are these load factors?