Відео

interesting

How to calculate the non liner response spectrum using the central difference method?

very nice and practical

Informative!

it is very helpful, thanks🙏

46:43

Kindly make a video on assignment of wind load to transmission tower. I am doing the same way as shown but not happening in analysis. Kindly suggest a solution

how did you compute the 137.5 scale factor for your time history load case?

Is there a way to do this on matlab for 6 DOF for nonlinear equation of an aircraft?

how about hinges for link between beam in EBF??

How to insert HANDs Shape in Custome?

may I have your Email please

I did my PhD from NTU,UK and MPhil, UK swansea

i am really impressed by your description and explanation

Respected sir, i am Dr M N Balakrishna from Bangalore and wanted to do my postdoc in structural engineering

Removing background sound will be nice

Please ...clearing results .

Thanks ..💗💗

OK.. OK.. OK.. OK.. OK.. It is disturbing.. Please stop saying ok

For defining water pressure. You should frist change walls axis 33 ( application of load)

ETABS take self load of each structure element by it slef. So why you would add it again? Self Load of column beam slab takes etabs by it self. You need just to add the live load.

ua-cam.com/video/6wytuaszjvQ/v-deo.html

Hi, why when i run design frames by etabs and export it to CSI detailing, shows that concrete frame results are not availabe? despite i saved etabs after running and designing

Sir, I want to ask, when carrying out pushover analysis, is it necessary to include wind loads in load case push x and y?

Hey. Your videos are really informative. Thank you for that. If possible can you please do a video on progressive collapse analysis using Etabs? It would be really helpful and highly appreciated.

Hey. Your videos are really informative. Thank you for that. If possible can you please do a video on progressive collapse analysis using Etabs? It would be really helpful and highly appreciated.

promo sm

Brother, I want to model it horizontal, can you please explain how to rotate the water tank?

You are the best one. Thank you 👏👏👏

By the way I wanna ask you about the direction of water load specially in wall.the direction of course it's not in gravity

hello, i want to ask, there is a problem with my static base shear. why is the value of fx on sx from steps 1-3, the value is not same, and the value of fy is not 0. and so does sy. does anyone know where the error is?

waw amazing! what about circular water tank?

thank you for clear explanation, i have one question while defining hinge you have done reinforcement to be chosen from design but in ur explanation you have not done design and wheather the design is safe or not.??? or with out designing software is taking reinforement ????

Nice work. I would be interested to give it a try to see if I can automate this portion with Python too :)

1:00:10 why didn't you change the gravity load to a DL+LL ? also the gravity + lateral ?!? because the code says : NUD shall be the maximum compressive axial load accounting for the effects of lateral forces Alternatively, it shall be permitted to evaluate NUD based on a limit-state analysis. and 58:09 for calculation of V the ASCE says use either time history or pushover procedure, why you used ELF ( and its load combination ) ?

Hi, suscrito. Estoy aprendiendo bastante con tus vídeos, gracias bro!!!

Very informative. What is the code reference for using a stiffness modifier for pushover analysis?

hi, is there any option for us to export the model section layer by layer, floor by floor?? thank you before

Thank you, why was a very small dead load used, 1.44kg/m2, what is the significance, and live load 1.53kg/m2? thank you.

its linear time history analysis? isnt it ?

Hello sir, what about vertical seismic load ? How can I do?

Thank you for the good work. It will be good if we can have same for a steel truss bridge or even other types of bridges. I am having a serious challenge with my pushover curve. Thank you in anticipation of your kind consideration. 🙏

sir at 58:09 , you select V Value from combo UDConS5 , why you choose UDConS6? i dont have a clue

Thank u sir

How you get 137.51 for scale factor ?

Very informative video. many many thanks . Love from Bangladesh .

Please sir make a video on hollow circular slab or building

can i ask what's the purpose of putting hinges on the beams

Hello. We’re working on our thesis/research study now and we need a person who’s knowledgeable about Perform 3d software. By any chance, can you be one of our consultants on our thesis? Your response will be highly appreciated :)