in the end of the tutorial, you mentioned the type of soil ....how it will play a role in the effect of PSA Thanks for your effort
@prabeshacharya423
3 жыл бұрын
LOVE YOU SIR AND YOUR EXPLANATIONS
@hishamajmal
3 жыл бұрын
Concept of response spectrum explained in very simple way
@johnattrell8759
5 жыл бұрын
I believe that the units in your example calculation of base shear should be amended to be in Nm or revised to read 23.544 kNm.
@andromeda45
5 жыл бұрын
how do we derive the soil type affect of PSA in the graph you show at the end of video?
@dipjyotibaglari
3 жыл бұрын
excellent explanation.... Thank you Sir...
@omaimajadalmula3156
6 жыл бұрын
I really appreciate..!! Thank You very much, GOD Bless..
@mukhalladmurad6877
4 жыл бұрын
Thank you sir Please its required to take signs for direction like +response function in X direction and - response function in X direction and same for y. if we use 100+30 rule the sign of directions are also necessary or no especially if the structure note regualr for example 100 spec x +0.3 spec y 100 spec x - 0.3 spec y -100 spec x + 0.3 spec y -100 spec x - 0.3 spec y and same above for 100 in y direction and 30 for x direction.
@ahmedferdous2433
5 жыл бұрын
Thank you..Very good one
@mohammadrezahemmatikhollar297
3 жыл бұрын
Thank you so much
@damodarabhat7013
3 жыл бұрын
What is the unit of mass - kg or Newton? Whether weight 2000kg should be converted to mass while calculating angular frequency?
@sohamtrivedi1312
4 жыл бұрын
Code bases design spectrum is mean of tripartite plot of different eq or just mean of acceleration response spectrum?
@AvipriyoChakraborty
4 жыл бұрын
great explanation sir.
@vipulgholap7059
4 жыл бұрын
Thank you sir.
@sssj5464
2 жыл бұрын
Thank you
@PATHMINDER
3 жыл бұрын
Thanks alot
@princegarg5328
3 жыл бұрын
Response spectrum in a crystal clear way
@braverucabral2443
Жыл бұрын
Thank you Sir.
@shilpacv10
2 жыл бұрын
Sir, is fundamental natural period effect number of bays of building or not
@tusharrsomvanshi4698
5 жыл бұрын
Thank you sir
@symple-pedia8211
6 жыл бұрын
Thanks a lot professor. I have a small question. In 9:24 you illustrated 3 different diagrams for displacement-time and then you took the maximum values to compose the displacement response spectrum, my question is: are the 3 different diagrams represent 3 different structures ??
@structuraldynamics466
6 жыл бұрын
Dear Husain, Yes, all three diagrams are of 3 different structures. As you can see that all of them have different time period, i.e. combination of mass and stiffness is leading to 3 distinct timer period, hence all of them are 3 different structure. Wish you all the best. regards, SD Team
@jaydeepchavan2131
3 жыл бұрын
please provide this ppt.
@jaydarji174
4 жыл бұрын
which is code is used sir???????
@meena4463
4 жыл бұрын
Sir is it possible to calculate frequency for G+4 building to analyse the building by response spectrum method.
@rajaram8491
3 жыл бұрын
It is possible to calculate using modal analysis
@agrawal717
3 жыл бұрын
Thank u sir
@civilideas1925
2 жыл бұрын
👍🏻
@sauhardra5448
4 жыл бұрын
Sir ,why spectral acceleration graph is not start from zero value ,rater than 0.5 in case of acceleration response of El Centro case
@rajaram8491
3 жыл бұрын
It is because time period on X axis taken as 0.01 s. Hence for T=0.01 s, there is a response. If you take T=0.00s, the structure will not respond for any ground motion. I hope it is clear to you.
@sauhardra5448
3 жыл бұрын
@@rajaram8491 many Many Thank you sir
@rohitdogra5105
4 жыл бұрын
Why seismic analysis comes under the category of static analysis and response spectrum analysis comes under the category of dynamic analysis???
@rajaram8491
3 жыл бұрын
Seismic analysis procedure mentioned in IS1893 is quasi-static analysis.
@123457678ful
4 жыл бұрын
Nice explanation 🙏
@RanQRconquer
Жыл бұрын
8:06 / 24:56
@rehanulhaq6285
5 жыл бұрын
thank you sir
@himanshu960
6 жыл бұрын
Thank you so much
@structuraldynamics466
6 жыл бұрын
Thank you, Wish you all the best. regards, SD Team
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