Hello,
Can we arrive Pinching effect in hysteresis curves in post processor module?Please reply as soon as possible.
Thank you,
Nayan H M
Search found 10 matches
- 24 Jul 2018, 10:58
- Forum: 03-Analytical/modelling capabilities
- Topic: Pinching Effect
- Replies: 1
- Views: 1382
- 20 Jul 2018, 11:18
- Forum: 03-Analytical/modelling capabilities
- Topic: JOINT REINFORCEMENT
- Replies: 1
- Views: 1452
JOINT REINFORCEMENT
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
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
- 18 Jul 2018, 12:36
- Forum: 03-Analytical/modelling capabilities
- Topic: Cross Inclined Diagonal Bar in Beam Column Joint
- Replies: 1
- Views: 1433
Cross Inclined Diagonal Bar in Beam Column Joint
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.
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.
- 09 Jul 2018, 05:42
- Forum: 03-Analytical/modelling capabilities
- Topic: No change in Ultimate load carrying capacity
- Replies: 1
- Views: 1363
No change in Ultimate load carrying capacity
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 ...
- 28 Jun 2018, 08:03
- Forum: 04-Unexpected behaviour/errors
- Topic: ANALYSIS GETS TERMINATED
- Replies: 1
- Views: 2525
ANALYSIS GETS TERMINATED
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 ...
- 28 Jun 2018, 07:41
- Forum: 03-Analytical/modelling capabilities
- Topic: HYSTERESIS CURVES
- Replies: 1
- Views: 1500
HYSTERESIS CURVES
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.
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.
- 21 Jun 2018, 03:01
- Forum: 03-Analytical/modelling capabilities
- Topic: STRESS-STRAIN VALUES OF CONCRETE
- Replies: 1
- Views: 1334
STRESS-STRAIN VALUES OF CONCRETE
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.
Stress strain values are predefined in the software,I wanted to change them.
Please reply as soon as possible.
Thank you.
- 19 Jun 2018, 16:47
- Forum: 03-Analytical/modelling capabilities
- Topic: Fibre-Reinforced Concrete
- Replies: 1
- Views: 1417
Fibre-Reinforced Concrete
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
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
- 04 Apr 2018, 06:33
- Forum: 04-Unexpected behaviour/errors
- Topic: Error while running other time history curves
- Replies: 3
- Views: 4994
Error while running other time history curves
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 d...
- 03 Apr 2018, 21:03
- Forum: 03-Analytical/modelling capabilities
- Topic: Load factors
- Replies: 1
- Views: 1497
Load factors
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?
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?