Thank you

sir is v ki value hum kab used kar ta ka dva spectrum main

structural dynamics is very difficult :(

Sir, your video is really helpful for the beginners as well as the professionals also. Your way to elaborate the things in a very simple manner. God bless you sir, & ❤ se salute for your hard work

Thanks!

Great work sir, hats off. Learned a lot in this lecture

That’s over 8 millions pounds of water or 4,1xx tons.

Thanks a lot from Colombia !!! Learning a lot from your videos.

Today, I've completed the playlist, and I want to thank you, Mr. Najam. It was very helpful and made it easier for me to understand nonlinear modeling and analysis. I really appreciate your work in preparing this resource.

everything was good except the background disturbance, could have been even better without that

Respected sir, in etab can i get, nodal displacement at each step. Because when i try to get, i only got minimum and maximum displacement. Please reply.

Important Lecture.

🙏🏻🙏🏻 thanks for such a great video

Sir Could you please say, North bridge ground motion can modify or Match that which hazard level MCE or DBE l?

hello sir, i am performing progressive collapse analysis of building and i want the vertical displacement of the node as per the step. so how can i get this in etabs. your reply will be very much helpful for me.

thank you sir

سلام سر جی یہ کورس میں کیسے کرونگا ۔ ایڈریس

Thanks professor. I think it's the best channel for structural engineers in KZbin.

Why are contents like this not popular to even earn 1 lakh views?

Can you use SAP2000 for pushover analysis instead of Etabs

Thank you sir

Hello Sir first of all thank you for your work. I wonder a thing. When you put a plastic hinge for reinforced concrete beams and columns, do you consider cracked section effective rigidity? If it is taken then period of structure and plastic rotation of member can show us different results.

Fantastic ❤

Thank you for valuable information,How to download full documents

Thank you Sir, It is certainly very useful, you made it look so easy. This 1 hour session is something very precious. One can find the codes and research papers but the art of connecting the dots is something which is rare and difficult to learn. Keep shining and keep sharing the knowledge.

The secret to any disaster film is to allow the "heroes" to be scared. Because that's reality...if they are sane. No one wants to die. Irwin Allan had that element in the original "Poseidon Adventure" with Hackman, Borgnine & Shelley Winters. He had it here with McQueen, Fred Astaire, Paul Newman, William Holden, Robert Wagner & Coleman. No gung-ho bullshit. Many of the actors in this film were convincing to a fault. One of the best disaster stories ever filmed.

the cables will bend because tension in the cable will receive highest stress for the bridge and winds make a gravitational force to pull the cables and sometimes the bridge can sag to but anyways then the steel structure will fall down.

Hello, dear Dr. Najam First of all, thank you for the videos on youtube. I watched the video named "18 - CSI ETABS Demonstration on Fiber Modeling of RC Beams and RC Shear Walls" and I´m modeling the shear wall´s fibers but I have a problem with that; in my model I have three different types of walls in height because they have less section in the upper levels, but when I want to create different types of walls (other length and thickness) in "Define Fibers for hinge" the length and thickness do not change one type with respect the type. For example, the first type of wall has length=8.20m and thickness=1m, and the second has length=7.80m and thickness=0.9m, and when I change that data, it changes in all of the types of fibers of hinge walls that I´ve created. It means that all of the shear wall types have to have the same length and thickness. Do you know how can I define different sections in each type?

Thanks for helpful video, can you show me the way to learn about all Seismic Force Resisting System, I know procedure to find seismic design category, I don’t know select which SEISMIC FORCE RESISING SYSTEM in table 12.2-1 because here is not source that explains each system regularly

Ma sha Allah, superb❤

Good presentation, waiting for part 2

Hi sir, thanks for wonderful and valuable information and this course .. my question for SF for rotation , one can assume that it shall equal to zero because at origin point at My=1, this corresponds to theta yield = zero Is that correct??

Ma sha Allah, Extraordinary lecture

Ma sha Allah. Great lecture, Sir. Jazakallahu khairan

Ma sha Allah. Great lecture, Sir

Ma sha Allah. Great lecture, Sir

For serviceability checks should we use crack or uncracked section?

Beautiful Sir,

The fact that it didn't collapse is crazy

what's the response modification factor for aircraft hangars?

Sir, Can u plz upload balance topics?

💯

As in general Spectrum is taken from Single degree of freedom systems, is the R also not to account to convert from SDF to other systems?

Hi Dr. Fawad .. Help me ..Please Can I use a method Performance Check Analysis for Continuum model ?? ..

Very detailed explanation

Great help Dr Zubair

The bridge if the ropes wouldn’t clip off

I think all codes are correct, one could be better than other, but we can't say one code is wrong.