Seismic Analysis Lecture #11 Pushover Analysis - Dirk Bondy, S.E.
HTML-код
- Опубликовано: 17 июн 2019
- A complete non-linear pushover analysis of a 5 story steel frame, and a discussion about the correlation to a non-linear time-history analysis. Non-linear column moment demands.
![J.P., NLE Choppa - Bad Bitty (Remix) [Official Music Video]](http://i.ytimg.com/vi/rBDa6BCvw10/mqdefault.jpg)
dear mr.dirk. Can the piles on continuous jetty / harbour or pile on slab bridge can be have reduction factor (ductility) by checking it using push over, since usually the pile is must be elastic in seismic condition
well don't be sad about it at least you warned the world and you delivered your message how the world react to it is not your part you did your part
Dear Dirk, could you advise or share experience POA with X-braced frame? I am curious should we consider brace (I guess tensioned bracing only as compressed buckled member is not a part of stiffening system) and proceed loading the frame until a brace/column yields (what first happen)?
Thank you very much Professor.
Amazing class, Professor Dirk! Congratulations and thank you!
I’ve learned a lot. I hope more structural engineers will look into that column plastic moment demand in relation to the deformation of the building. Do you have a link to where we can download the notes? Many thanks.
Very nice Sir, know i understood after two year attempting
Great. Thanksful
Learning through your experiences was really fantastic for me.
I am the 1,000th liker
Excelente presentation!!
Thank you so much. It was fantastic.
thank you professor dirk you helped me a lot... hope we will see other videos like this and learning from your smart way to deal with problems...I respect all the people you show us they are heroes and a reason that a hero like you are here helping a lot of engineers to make this world better
You mentioned Tom Paulay while I was checking page 216 of that book hahaha.
@dirk bondy, sir can You send me the notes you have mentioned in the video via email? I would be greatefull. One more thing I wanted to ask, for me personally its hard to follow everything in video presented as I am used to european units: force-kN, moment-kNm and so on. How do I convert units you used to the ones Ill understand easier? I am sad, I didnt get profesors like you in my faculty, this is so much interesting when presented in the way you did.
Excelent!!
Youngster from Kosovo here. Hello Dirk, thank you for the videos. You Great man, keep it up!
Awesome videos, though I am not to these US units.
Hi Sir, sorry I want to ask something.. When the pushover curve stops? Is there any code that regulates that? May be 10% after ultimate, or 20% or until the curves drops? Thank you
wonder full talk can have any batter and simpler.