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.
@adityabhadane47934 жыл бұрын
Thankyou sir. Very helpful
@sapanamanandhar44974 жыл бұрын
sir how friction damper be modeled in etabs?
@franzworldentertainment56304 жыл бұрын
hello, why just using U1 in the directional properties and not in U2 for the Y direction of Qy in the damper? thanks..
@tanezaanthony50153 жыл бұрын
Hello Sir, is it possible to run Pushover Analysis in Etabs with FVD 500? I really appreciate your work Sir
@yashlaxkar4044 Жыл бұрын
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.....
@moonboyslife5 жыл бұрын
Appreciate your work.
@fathimathangal19132 жыл бұрын
From where did u get the specification ?? Any journal or code
@ardiansyah60694 жыл бұрын
why you add capacity on the weight of the damper? is that the correct way sir?
@bobcivilengineering70435 жыл бұрын
awesome bro continue
@Decodebd5 жыл бұрын
Thanks
@kazuyazen71197 ай бұрын
thank you so much
@naveenjangra39795 жыл бұрын
How can you even model a viscous damper without inputting damping and stiffness
@Decodebd5 жыл бұрын
Yes, if you provide those data(if available) then that is advanced & more specific in nonlinear option.
@khushboovcxahcghmishra98255 жыл бұрын
@@Decodebd Hello sir plz make one tutorial video on Damped Outrigger
@psprateek39684 жыл бұрын
Sir do u know how to calculate stiffness n damping coefficient of a damper?
@جمانسليمان3 жыл бұрын
please answer, when do we use the liner and when to use the none liner
@khushboovcxahcghmishra98255 жыл бұрын
Very Helpful video Sir plz make tutorial video on DAMPED OUTRIGGER
@suhaibamin41395 жыл бұрын
How can we work on etabs v 18 without using internet.. is it necessary to have an internet connection?
@binh21854 жыл бұрын
Do you know how to model tuned mass damper in etabs?
@nikhasanthosh92504 жыл бұрын
Sir, how can we provide shape memory alloy damper in Etabs?
@marwabakhouche5818 Жыл бұрын
do u know how ? please help
@psprateek39684 жыл бұрын
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 Жыл бұрын
Hi! I have a similar issue. Was there any mistake in values for stiffness or damping coefficient? where is the mistake?
@rutikrk28683 жыл бұрын
What’s the TADAS dampers
@arathysurendran72863 жыл бұрын
Sir how to model spring tuned mass damper in ETABS
@ahmadalrahim44885 жыл бұрын
Thank you Please don't forget the design of the minaret if you can
@ag40364 жыл бұрын
Please TMD installation video added on..ur channel..
@mukulsrivastava35105 жыл бұрын
Sir please make video on tuned liquid damper on ETABS or on sap2000
@Decodebd5 жыл бұрын
Will try in sha Allah
@saziatharani4 жыл бұрын
Good morning sir. How do we decide mass or force of a damper ???
@Decodebd4 жыл бұрын
Standard dampers has specification from the manufacturer.
@saziatharani4 жыл бұрын
@@Decodebd so can we take any random value ??
@saziatharani4 жыл бұрын
@@Decodebd or is it specified as per numbers of floors in a building?
@harishmahs19474 жыл бұрын
sir please give me the report of this works and the relating journals
@supriyadhekale12103 жыл бұрын
Sir please make video on Modelling Tuned Mass Damper in ETABS or SAP2000
@abadittadesse58923 жыл бұрын
tnx sir but would you upload additional video
@supriyadhekale12102 жыл бұрын
Sir please make video on Modelling Tuned Mass Damper in ETABS
@khaledalmohammad12725 жыл бұрын
thnx bro great job as always, would u plz attach word file used in vedio?
@73p3ro5 жыл бұрын
More material about shock absorbers see in: www.gerb.com/en/applications/seismic-protection.html
@sagurkhan57955 жыл бұрын
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
@jhakbahadurthapa94474 жыл бұрын
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.
@noshanthkumarnaik.p21292 жыл бұрын
broo why taking FVD 500 why not 250 please tell me broo
@binayaksamanta8635 жыл бұрын
Please share the text file 😊
@moustafa_19945 жыл бұрын
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.