Modeling Fluid Viscous Damper in Etabs | Introduction to Dampers
#Fluid_Viscous_damper #Etabs #Modeling
If you go for non-linear link option(not fixed) then you will be able to provide stiffness, damping co-efficient etc. data.
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Related Tags:dampers,viscous damping,viscous,earthquake engineering,structural engineering,seismic vibration control,etabs,engineering disciplines,civil engineering,Modeling Fluid Viscous Damper in Etabs,Modeling FVD in Etabs,Modeling Damper in Etabs,Damper in Etabs,Introduction to Damper,
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Пікірлер: 55
Hi! thank you so much for this.
Appreciate your work.
Thankyou sir. Very helpful
Very Helpful video Sir plz make tutorial video on DAMPED OUTRIGGER
thank you so much
awesome bro continue
@Decodebd
4 жыл бұрын
Thanks
Hello Sir, is it possible to run Pushover Analysis in Etabs with FVD 500? I really appreciate your work Sir
Thank you Please don't forget the design of the minaret if you can
Sir, how do you choose to use fvd 500?
hello, why just using U1 in the directional properties and not in U2 for the Y direction of Qy in the damper? thanks..
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.....
thnx bro great job as always, would u plz attach word file used in vedio?
How can we work on etabs v 18 without using internet.. is it necessary to have an internet connection?
Do you know how to model tuned mass damper in etabs?
❤
sir how friction damper be modeled in etabs?
please answer, when do we use the liner and when to use the none liner
why you add capacity on the weight of the damper? is that the correct way sir?
From where did u get the specification ?? Any journal or code
How do you apply Tuned mass damper on ETABS?
Please TMD installation video added on..ur channel..
Sir please make video on Modelling Tuned Mass Damper in ETABS or SAP2000
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
tnx sir but would you upload additional video
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?
@andreamassieldubonarguello7940
7 ай бұрын
Hi! I have a similar issue. Was there any mistake in values for stiffness or damping coefficient? where is the mistake?
Sir how to model spring tuned mass damper in ETABS
Sir please make video on Modelling Tuned Mass Damper in ETABS
Sir please make video on tuned liquid damper on ETABS or on sap2000
@Decodebd
4 жыл бұрын
Will try in sha Allah
sir please give me the report of this works and the relating journals
What’s the TADAS dampers
Sir, how can we provide shape memory alloy damper in Etabs?
@marwabakhouche5818
6 ай бұрын
do u know how ? please help
How can you even model a viscous damper without inputting damping and stiffness
@Decodebd
4 жыл бұрын
Yes, if you provide those data(if available) then that is advanced & more specific in nonlinear option.
@khushboovcxahcghmishra9825
4 жыл бұрын
@@Decodebd Hello sir plz make one tutorial video on Damped Outrigger
@psprateek3968
4 жыл бұрын
Sir do u know how to calculate stiffness n damping coefficient of a damper?
Good morning sir. How do we decide mass or force of a damper ???
@Decodebd
4 жыл бұрын
Standard dampers has specification from the manufacturer.
@saziatharani
4 жыл бұрын
@@Decodebd so can we take any random value ??
@saziatharani
4 жыл бұрын
@@Decodebd or is it specified as per numbers of floors in a building?
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.
Please share the text file 😊
broo why taking FVD 500 why not 250 please tell me broo
More material about shock absorbers see in: www.gerb.com/en/applications/seismic-protection.html
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.
@Decodebd
4 жыл бұрын
That is provided following FVD capacity chart.
@GF-gi1ok
3 жыл бұрын
The weight supposed to be 0.98 kN, not 500👍🏻