วีดีโอ

thanks! saved us days of experimenting

THANK YOU!

Great work thank you!

thank you so much how can i have Pdf version of this example as refrence

thank you very much for charing this video .. but how to introduce indirect effect caracterised by displacement vs time as pseudo static or static effect by CSI Product ...for yhis case , monotonic effect we don not introduce mass source because the problem is static

Hi, How can the zero-length element be drawn in ETABS? tnx

Great job!!

Great explanation !! I am doing pushover analysis with RBS and RWS section, what type of element should I use? does only using plastic hinge satisfy the representation of aseismic connections?

Hello SAP master, could you elaborate on how to create the time history function? I guess that if You assign a displacement load, the amplitude should respond to that and the period responds to time, being as slow or fast as necessary

Can you upload the part 2 where you explain in detail?

Why is it not updated, please stick to it！I like you

یک سوال دارم چرا اینقدر سیستم مقاوم جانبی در کانادا اینقدر ضعیفه یا اصلا ندارن جریان چیه من متعجبم

لهچه ات داد میزنه ایرانی هستی

INCREDIBLY USEFUL!! THANK YOU SO MUCH!!!

Thank you so much. You heplped me with my capstone project

Thank you for your video, excellent job. When you disconnect the joint at the three elements, how do you know which joint belongs to which element? Many thank for your reply.

I did a bachelor's degree in Canada, specialized in structure, but when coming to seismic analysis, it seems like I do not know shit

It was exactly my problem and now it is solved ! Thanks for sharing!

Thank you for the video. Can you make a video for link element used between adjacent perpendicular walls (adjacent piers modelled as line element) of masonry building for equivalent frame.

Hello sir, Thank you so much, you made my day. God Bless You

Nice trick!

SAPMASTER can you make a tutorial for multilinear plastic pivot cycle please?. Thanks

If adding a restraint in the structure changes the natural frequency of the structure, then it's not desirable right ( the same case happening in my structure ). Is there any other way to do it. Please reply...

Hello SAPMASTER Can you tell me about the format of text.file which you import to generate the time history function. Thank you.

Thank you so much! Excelent video. Can you make a video explain the use of Wen link please.

Hey bro, you saved me..thank you.. It was frustrating for me as well. I was not restraining the joint where I was giving the joint displacement..

Can you provide a download link to the slides?

Stop taking my gym in Pokémon go

Wow every engineer needs to see this

Wonderful wonderful wonderful

I was really looking for this video, thanks sapmaster

It was very helpful, thanks Mr sapmaster

Hello SapMaster, Thanks for this video. Can you put some video on how to define user defined hinges keeping the material properties which are governed by standard code of a particular country. Thanks

Very helpful👌Keep posting 👍

Great tutorial 👌

It was really helpful

Great work really helped out

Bonjour, SAPMASTER. this is absolutely appealing video. thanks. :)

Hello Mister SapMaster, not any particular doubt right now. I just wanted to give you some suggestions on the videos though. Maybe consider using software like OBS to record the tutorial, so it doesn´t have the filmora logo, (sometimes it obstructs the view we wanna focus in), also maybe showing the mouse on the screen would be good; it would have made more comprehensible the second video. Anyways I hope this is useful and thanks for sharing your knowledge.