Nonlinear Static (Pushover) Analysis |Step by step explanation| - ETABS.

Pushover or nonlinear static analysis is a static procedure that uses a simplified nonlinear technique to estimate seismic structural deformations.
following this tutorial you can learn more about pushover analysis.
Important related links
👍Nonlinear Dynamic (Time-History) Analysis |Step by step explanation| - ETABS. • Nonlinear Dynamic (Tim...
❤ If you didn't subscribed my channel yet
👍Subscribe now : bit.ly/3I2gtgb

[@abdulmomin9360]

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

[@nushantharuka4315]

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.

[@AtifAli-wm1ho]

have you done progrssive collaspe ?

[@omoniyitope7826]

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. 🙏

[@SmartEngineer2]

Thank you so much for your great wishes Yeah, I would do that

[@Mehr987]

Thank u sir

[@SmartEngineer2]

As per your view😊

[@Mehr987]

@@SmartEngineer2 I appreciate your work sir, but you didn't show any result for pushover analysis, for example how to define the point of IO, LS , Cp on pushover curve, I mean the value

[@Mehr987]

@@SmartEngineer2 I have analysed the building but 0 hinges are generated at the point of LS and CP what will be the problem?

[@Febryan_Alvin]

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

[@robinsonr3508]

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.

[@nayana3456]

Sir can you please do progressive collapse (Column removal) in pushover analysis

[@SmartEngineer2]

Ok, sure

[@banuprakashhosmani2806]

Hello to both of you. Even I need guidance with progressive collapse analysis. Could any of you help me with that? It will be really helpful

[@161__vishwajeetmokashi__6]

Can u guide me if u know how to do it …??

[@jeremiagtgmunthe3362]

46:43

[@nouranmohamed8535]

Hey I have a question please I am doing static nonlinear pushover analysis but when I run the model it gives error in creating frame hinges I use Etabs 2016 please I need help

[@SmartEngineer2]

You may didn't assigned and created hinges correctly, the following tutorial regarding Frame Hinges may help you kzbin.info/www/bejne/anuvZZdtpdWKi7M

[@nonntan5]

Can pushover analysis be used for a G+20 Building as well?

[@SmartEngineer2]

Yeah, POA can be used, but note that POA is not the very accurate option for High rise buildings analysis.

[@jasminear6277]

Sir can you do a video on pushover analysis of an elevated rectangular water tank

[@SmartEngineer2]

For Elevated water tank you can watch my following tutorial, kzbin.info/www/bejne/pZPOdaGol8x0i7s but instead of Nonlinear Dynamic Analysis you can use the Pushover analysis as you have asked.

[@jasminear6277]

Should I keep the water pressure as non linear static while running the load cases for pushover analysis

[@otisroyals1013]

How to assign hinge plastic of Composite column , beam and wall please ?

[@SmartEngineer2]

For Assigning the hinges, you can follow another tutorial which link is below kzbin.info/www/bejne/anuvZZdtpdWKi7M

[@otisroyals1013]

@@SmartEngineer2 i need composite members .

[@SmartEngineer2]

@@otisroyals1013 It is the same procedures, if you watch the whole lecture you will understand better

[@otisroyals1013]

@@SmartEngineer2 i know what you done video. I try search data or Code how to use parameters hinges of beam composite, columns composite.. But not found 😓. Etabs just support RC hinges and steel hinges but not composite members .

[@rajibsardar5089]

How to obtain the pushover curve for each mode

[@SmartEngineer2]

I will create a Tutorial about that shortly.

[@ramdanemustapha6245]

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

[@SmartEngineer2]

Ohh, thanks for the consideration.