Hello sir i did sme procedure as u shown in vedio ... i got less displacement result as compare to without damper ...but ...when i provide the damper to the model the base shear is increasing as compare to without providing damper ..i knw its may be wrong result i m just confuse plz suggest me something about this result.
First of all thank you for this Sir please make a video on How to design a tunned mass damper ( TMD ) in etabs or sap 2000 .... Please sir ... I'm waiting.....
Sir, i provided fluid viscous damper using Sap2000. After analysing the results of interstorey drift is same as compare to bare frame model. Is their any mistake in putting values of stiffness n damping coefficient?
Damper should reduced displacement as well as acceleration. You have checked displacement, its reduced, ok. what about acceleration!!?? I have done the same, displacement is reduced but acceleration seemed to increased by about 40%. Why's that. It will be great if you make clear. thanks in advance.
Hi! thank you so much for this.
Thankyou sir. Very helpful
Hello Sir, is it possible to run Pushover Analysis in Etabs with FVD 500?
I really appreciate your work Sir
Appreciate your work.
Sir, how do you choose to use fvd 500?
How do you apply Tuned mass damper on ETABS?
Very Helpful video
Sir plz make tutorial video on DAMPED OUTRIGGER
sir how friction damper be modeled in etabs?
Hello sir i did sme procedure as u shown in vedio ... i got less displacement result as compare to without damper ...but ...when i provide the damper to the model the base shear is increasing as compare to without providing damper ..i knw its may be wrong result i m just confuse plz suggest me something about this result.
thank you so much
First of all thank you for this
Sir please make a video on
How to design a tunned mass damper ( TMD ) in etabs or sap 2000 .... Please sir ... I'm waiting.....
awesome bro continue
Thanks
hello, why just using U1 in the directional properties and not in U2 for the Y direction of Qy in the damper? thanks..
please answer, when do we use the liner and when to use the none liner
From where did u get the specification ?? Any journal or code
Thank you
Please don't forget the design of the minaret if you can
Sir please make video on tuned liquid damper on ETABS or on sap2000
Will try in sha Allah
Sir please make video on Modelling Tuned Mass Damper in ETABS or SAP2000
why you add capacity on the weight of the damper? is that the correct way sir?
Do you know how to model tuned mass damper in etabs?
Please TMD installation video added on..ur channel..
How can we work on etabs v 18 without using internet.. is it necessary to have an internet connection?
Sir how to model spring tuned mass damper in ETABS
Sir please make video on Modelling Tuned Mass Damper in ETABS
What’s the TADAS dampers
Sir, how can we provide shape memory alloy damper in Etabs?
do u know how ? please help
tnx sir but would you upload additional video
How can you even model a viscous damper without inputting damping and stiffness
Yes, if you provide those data(if available) then that is advanced & more specific in nonlinear option.
@@Decodebd Hello sir plz make one tutorial video on Damped Outrigger
Sir do u know how to calculate stiffness n damping coefficient of a damper?
Assalamoalikum Sir..
Tremendous tutorial.. thanks a million..
sir pls make a video how to apply wind and seismic load according to BNBC 2017 in etabs
Sir, i provided fluid viscous damper using Sap2000. After analysing the results of interstorey drift is same as compare to bare frame model. Is their any mistake in putting values of stiffness n damping coefficient?
Hi! I have a similar issue. Was there any mistake in values for stiffness or damping coefficient? where is the mistake?
sir please give me the report of this works and the relating journals
Good morning sir. How do we decide mass or force of a damper ???
Standard dampers has specification from the manufacturer.
@@Decodebd so can we take any random value ??
@@Decodebd or is it specified as per numbers of floors in a building?
thnx bro great job as always, would u plz attach word file used in vedio?
More material about shock absorbers see in:
www.gerb.com/en/applications/seismic-protection.html
Please share the text file 😊
broo why taking FVD 500
why not 250 please tell me broo
❤
Damper should reduced displacement as well as acceleration. You have checked displacement, its reduced, ok. what about acceleration!!?? I have done the same, displacement is reduced but acceleration seemed to increased by about 40%. Why's that. It will be great if you make clear. thanks in advance.
Sir I don't think you calculated the Weight correctly, 98 Kg is 1 KN Not 500, Force of 500 is probably related the capacity.
That is provided following FVD capacity chart.
The weight supposed to be 0.98 kN, not 500👍🏻