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

  • @sheenfulleroshular7122
    @sheenfulleroshular71224 жыл бұрын

    Hi! thank you so much for this.

  • @moonboyslife
    @moonboyslife4 жыл бұрын

    Appreciate your work.

  • @adityabhadane4793
    @adityabhadane47934 жыл бұрын

    Thankyou sir. Very helpful

  • @khushboovcxahcghmishra9825
    @khushboovcxahcghmishra98254 жыл бұрын

    Very Helpful video Sir plz make tutorial video on DAMPED OUTRIGGER

  • @kazuyazen7119
    @kazuyazen7119Ай бұрын

    thank you so much

  • @bobcivilengineering7043
    @bobcivilengineering70434 жыл бұрын

    awesome bro continue

  • @Decodebd

    @Decodebd

    4 жыл бұрын

    Thanks

  • @tanezaanthony5015
    @tanezaanthony50152 жыл бұрын

    Hello Sir, is it possible to run Pushover Analysis in Etabs with FVD 500? I really appreciate your work Sir

  • @ahmadalrahim4488
    @ahmadalrahim44884 жыл бұрын

    Thank you Please don't forget the design of the minaret if you can

  • @josefabertiavanti5678
    @josefabertiavanti56784 жыл бұрын

    Sir, how do you choose to use fvd 500?

  • @franzworldentertainment5630
    @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..

  • @vijaybansode8263
    @vijaybansode82633 жыл бұрын

    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.

  • @yashlaxkar4044
    @yashlaxkar40446 ай 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.....

  • @khaledalmohammad1272
    @khaledalmohammad12724 жыл бұрын

    thnx bro great job as always, would u plz attach word file used in vedio?

  • @suhaibamin4139
    @suhaibamin41394 жыл бұрын

    How can we work on etabs v 18 without using internet.. is it necessary to have an internet connection?

  • @binh2185
    @binh21854 жыл бұрын

    Do you know how to model tuned mass damper in etabs?

  • @deepsatsangi8507
    @deepsatsangi85075 ай бұрын

  • @sapanamanandhar4497
    @sapanamanandhar44973 жыл бұрын

    sir how friction damper be modeled in etabs?

  • @user-sj3ue2pk1q
    @user-sj3ue2pk1q3 жыл бұрын

    please answer, when do we use the liner and when to use the none liner

  • @ardiansyah6069
    @ardiansyah60693 жыл бұрын

    why you add capacity on the weight of the damper? is that the correct way sir?

  • @fathimathangal1913
    @fathimathangal19132 жыл бұрын

    From where did u get the specification ?? Any journal or code

  • @exoticmafia
    @exoticmafia Жыл бұрын

    How do you apply Tuned mass damper on ETABS?

  • @ag4036
    @ag40364 жыл бұрын

    Please TMD installation video added on..ur channel..

  • @supriyadhekale1210
    @supriyadhekale12102 жыл бұрын

    Sir please make video on Modelling Tuned Mass Damper in ETABS or SAP2000

  • @sagurkhan5795
    @sagurkhan57954 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

  • @abadittadesse5892
    @abadittadesse58923 жыл бұрын

    tnx sir but would you upload additional video

  • @psprateek3968
    @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

    @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?

  • @arathysurendran7286
    @arathysurendran72863 жыл бұрын

    Sir how to model spring tuned mass damper in ETABS

  • @supriyadhekale1210
    @supriyadhekale12102 жыл бұрын

    Sir please make video on Modelling Tuned Mass Damper in ETABS

  • @mukulsrivastava3510
    @mukulsrivastava35104 жыл бұрын

    Sir please make video on tuned liquid damper on ETABS or on sap2000

  • @Decodebd

    @Decodebd

    4 жыл бұрын

    Will try in sha Allah

  • @harishmahs1947
    @harishmahs19473 жыл бұрын

    sir please give me the report of this works and the relating journals

  • @rutikrk2868
    @rutikrk28682 жыл бұрын

    What’s the TADAS dampers

  • @nikhasanthosh9250
    @nikhasanthosh92503 жыл бұрын

    Sir, how can we provide shape memory alloy damper in Etabs?

  • @marwabakhouche5818

    @marwabakhouche5818

    6 ай бұрын

    do u know how ? please help

  • @naveenjangra3979
    @naveenjangra39794 жыл бұрын

    How can you even model a viscous damper without inputting damping and stiffness

  • @Decodebd

    @Decodebd

    4 жыл бұрын

    Yes, if you provide those data(if available) then that is advanced & more specific in nonlinear option.

  • @khushboovcxahcghmishra9825

    @khushboovcxahcghmishra9825

    4 жыл бұрын

    @@Decodebd Hello sir plz make one tutorial video on Damped Outrigger

  • @psprateek3968

    @psprateek3968

    4 жыл бұрын

    Sir do u know how to calculate stiffness n damping coefficient of a damper?

  • @saziatharani
    @saziatharani4 жыл бұрын

    Good morning sir. How do we decide mass or force of a damper ???

  • @Decodebd

    @Decodebd

    4 жыл бұрын

    Standard dampers has specification from the manufacturer.

  • @saziatharani

    @saziatharani

    4 жыл бұрын

    @@Decodebd so can we take any random value ??

  • @saziatharani

    @saziatharani

    4 жыл бұрын

    @@Decodebd or is it specified as per numbers of floors in a building?

  • @jhakbahadurthapa9447
    @jhakbahadurthapa94473 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.

  • @binayaksamanta863
    @binayaksamanta8634 жыл бұрын

    Please share the text file 😊

  • @noshanthkumarnaik.p2129
    @noshanthkumarnaik.p2129 Жыл бұрын

    broo why taking FVD 500 why not 250 please tell me broo

  • @73p3ro
    @73p3ro4 жыл бұрын

    More material about shock absorbers see in: www.gerb.com/en/applications/seismic-protection.html

  • @moustafa_1994
    @moustafa_19944 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.

  • @Decodebd

    @Decodebd

    4 жыл бұрын

    That is provided following FVD capacity chart.

  • @GF-gi1ok

    @GF-gi1ok

    3 жыл бұрын

    The weight supposed to be 0.98 kN, not 500👍🏻