Time History Analysis in Etabs 2015

Time History Analysis in Etabs 2015 deals with the procedure to conduct time history analysis in etabs 2015 on a G+6 building.
The tutorial explains the time history analysis by assigning the ground motion along both axis. Etabs 2015 provides the option of defining the time history function and scaling the defined time history case for analysis with respect to target response spectrum.Target response spectrum is defined as per ASCE 7-10 which is a predefined option in etabs 2015.In etabs 2015,linear time history analysis can be performed by linear modal analysis method and non-linear time history analysis by direct integration method.This tutorial deals with conducting the linear modal time history analysis in etabs 2015.Tutorial consist of following steps

(1) Defining the time history function 4:22

(2) Defining the target response spectrum 8:49

(3) Matching the time history with target response spectrum 10:18

(4) Assigning scaled time history as load case 15:46

To subscribe the channel

Visit our website for more:

[frozanbarakzai]

We appreciate your efforts, an excellent step wise explanation. Thank you very much. You are making people aware of design!

[vijaykumar]

it is very nice and great explination in detail and speachless with u r tutorials and we need more more viedos frm u specially desining falt slab and prestressing for hope we will have them soon wating for u r next viedos

[nasratullahamarkhail]

Great effort indeed. Sir, I have to say that your videos are even better than the videos made by the developers of ETABS (CSI). Very clearly and professionally explained considering the recommendations of ASCE 7-10 codes. If possible, please make videos on Pushover analysis and nonlinear Time History Analysis because both are highly demanded ...lots of respect and God bless....

[jeriobiancopereira]

Thanks for the tutorial Sr. You'r the great

[ilustraca]

How did u get the total analysis time for Time history...can u plz explain..

[ezzatullahtemury]

Thank you for your nice and useful videos! If we have three different structures. the plan is one but the structure is different. 1) the structure is made of columns and beams. 2) the same add a few shear walls. 3) no columns and beams only shear walls. if possible to do dynamic analysis for all of them and compare the result. would be nice of you.

[sreelakshmiunnikrishnan]

Sir wat can we do if proper matching of time history data is not there

[sabaattar]

I need help sir did we need any design of our building?

[seityajitheisnam]

Sir, why are you not considering the P-delta effect while performing Time History Analysis?

[daifukumochi]

how did you know that data is the x-axis one and the other is the y-axis one?

[joonhongtai]

Hi there, want to ask why Etabs always get the same maximum story drift even if I changed the ground motion scale factor from 1 to 20, or even i changed the other ground motion from PEER, is it I'm doing anything wrong or need to modified the stiffness, hope to get some guide from here.

[laddasatyamramkishorji]

I am not getting those 2 files. Could anyone please share the link or the file itself..

[yenifertvelarde]

Hi! I was wondering about why you have adopted for total analysis time 12 seconds and for output time step 0.1 sec?

Thank you for the video!!!

[poojashetty]

How to download the peer ground motion database ?

[MDALAMIN-eedw]

what does mean by g unit (ms/s2, mm/s2, cm/s2) ?

[nasratullahamarkhail]

I have a questions if you please reply me... In your case, you have chosen 2 different types of ground motions for X any Y axis....Why not to chose the same type and apply it on X and Y axis separately? Thank you.

[angelikamaria]

My base shear Fx shows me kN but in a really small number like can any of you tell what is wrong with my model?

[prafullapokharel]

Why is it necessary to match static and time history base shear?

[sivaramakrishnanalluri]

Nice explanation sir. Please provide more videos related to modeling of complex structures and industrial steel buildings

[mukulsrivastava]

sir I'm working on a project "tuned liquid damper" on etab in this basically a water tank is coupled at the top of the building to reduce the dynamic characteristics of the building by the sloshing motion of the water in the water tank. So my question is how I can give the sloshing effect to water in the water tank for earthquake analysis because sloshing motion is the basic idea behind controlling the earthquake effects on the structure.
sir, please help me.