SAP2000 Nonlinear Beam and Column Modeling using Custom Hinges (Video 8)

Beam Modeling with custom hinges generated using Response-2000 for research students of Dr. Serhan Guner. Video presented by PhD candidate Rafael Salgado.
See the full playlist: • SAP2000 Modeling (Nonl...
Question sheet: see Handouts used in our Tutorials in www.utoledo.ed...
Response-2000 download link: www.hadrianwor...
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[@karanjakevin45]

Thank you very much Serhan for the link to the software. I have been able to successfully download and install it.

[@oguzhancoskun9047]

Thank you a lot, Sir. Dont know how to thank enough. Cleared so many questiones in my mind

[@karanjakevin45]

There seems to be a challenge i the installation process for Response-2000, the link also seems to not work. How is this addressed, or is there anywhere where the installation process is well explained. Thanks in anticipation.

[@SerhanGuner]

Hello Kevin, thanks for your interest in our videos. I added the download link for Response-2000, which is not our software. If any issues, please contact the developer/producer of Response-2000. I hope things will work well for you.

[@ieinam]

Çok istifade ettim. Teşekkürler hocam.

[@marcospaniagua2697]

Excellent video! Hope you can keep going with them!

[@SerhanGuner]

Thanks for watching our video.

[@mokondosful]

Do you have video about Moment-curvature custom hinges and applied in SAP2000? Thank you sir

[@SerhanGuner]

Custom moment hinges are simpler than custom shear hinges. This video shows how to obtain moment-curvature curve. You can use it to create a custom moment hinge. If you need a written reference, see the PhD thesis of Guner (2008) under Theses section of www.utoledo.edu/engineering/faculty/serhan-guner/publications.html

[@tariqsalimee8151]

Thanks so much sir,
I had a question, how does sap2000 calculate axial force for column's moment-rotation curve.
when we assign auto hinge to a column, automatically it takes two axial forces. how is that calculated? thanks in advance

[@SerhanGuner]

SAP2000 calculation is rather simple and in many cases code based. You should refer to SAP Reference Manual for formulation details.

[@fillbertnjoko7875]

I have a question Sir, why in this video you did not define the length of the beam subjected to shear?

[@SerhanGuner]

When performing a sectional analysis, you only need the cross section details. Beam length should not be needed. Sectional analysis is done at a section only. I hope this helps.

[@alisankalender9722]

can we put the effective stiffness values to get crakced section's moment curvature response?

[@SerhanGuner]

Thank you for your interest. Effective stiffness is just a rough estimation, and will not be as accurate (or accurate at all) as the nonlinear analysis discussed in this video.

[@zinzintun8458]

How can I get the shear strain curve from other programs not only from response 2000? Actually, I have Xtract software but it cannot define the shear loading. Thank you sir.

[@SerhanGuner]

Not many programs have shear-modeling capabilities. You need to check to ensure the program has such a capability. Response-2000 is a free software and you can use it if you wish www.ecf.utoronto.ca/~bentz/r2k.htm

[@nguyenvinhsang1941]

Thanks so much sir,
I had a question. How does SAP2000 Nonlinear Column P-M2-M3 Modeling using Custom Hinges.

[@SerhanGuner]

You can use an approach similar to the one shown in the video. You should be careful when calculating biaxial moment interaction. You will need a nonlinear analysis software that is capable of considering bi-axial effets.

[@alirezakhan6156]

where you get the latest version of response-2000. There is a old version 1.0.5 in official link.

[@SerhanGuner]

You may try contacting the program developed with your question.

[@sachindeshmukh3228]

Thank you very much sir. Sir I have one question, how should I model a RCC shear link which should behave nonlinear

[@SerhanGuner]

Sachin, you may wish to see our other view and publications in our web site: www.utoledo.edu/engineering/faculty/serhan-guner/ Other than these, I am not able to provide any help.

[@Merkur_Konusuyor]

Videonun turkcesi var mi , teşekkürler

[@SerhanGuner]

Merkur, ilgin icin tesekkurler. Turkce'si ne yazik ki yok. Alt yazi deneyebilirsin. Basarilar.

[@otisroyals1013]

Please help with composite beam and composite column .

[@SerhanGuner]

Thank you, Otis, for the suggestion. There are many topics to cover indeed. You may want to check other videos as well as written documents on the internet.

[@otisroyals1013]

@@SerhanGuner could you recommend other video please . I found and searched on youtube, google but no found. Or could you share to me theory's documents . Thanks 😍😍

[@hemilcivil3909]

Very good sir...

[@SerhanGuner]

I am glad you find our video useful.

[@hemilcivil3909]

Thank u sir....

[@SerhanGuner]

Our pleasure.