W06M01 Response Spectrum

[@mahmoudtaha9810]

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

[@hishamajmal]

Concept of response spectrum explained in very simple way

[@prabeshacharya423]

LOVE YOU SIR AND YOUR EXPLANATIONS

[@omaimajadalmula3156]

I really appreciate..!! Thank You very much, GOD Bless..

[@dipjyotibaglari]

excellent explanation.... Thank you Sir...

[@mukhalladmurad6877]

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.

[@princegarg5328]

Response spectrum in a crystal clear way

[@mohammadrezahemmatikhollar297]

Thank you so much

[@ahmedferdous2433]

Thank you..Very good one

[@johnattrell8759]

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.

[@nikhilvyawahare6075]

Thanks sir

[@damodarabhat7013]

What is the unit of mass - kg or Newton? Whether weight 2000kg should be converted to mass while calculating angular frequency?

[@braverucabral2443]

Thank you Sir.

[@sssj5464]

Thank you

[@AvipriyoChakraborty]

great explanation sir.

[@MoHonda90]

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]

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

[@PATHMINDER]

Thanks alot

[@rohitdogra5105]

Why seismic analysis comes under the category of static analysis and response spectrum analysis comes under the category of dynamic analysis???

[@rajaram8491]

Seismic analysis procedure mentioned in IS1893 is quasi-static analysis.

[@shilpacv10]

Sir, is fundamental natural period effect number of bays of building or not

[@sauhardra5448]

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]

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]

@@rajaram8491 many Many Thank you sir

[@sohamtrivedi1312]

Code bases design spectrum is mean of tripartite plot of different eq or just mean of acceleration response spectrum?

[@agrawal717]

Thank u sir

[@andromeda45]

how do we derive the soil type affect of PSA in the graph you show at the end of video?

[@meena4463]

Sir is it possible to calculate frequency for G+4 building to analyse the building by response spectrum method.

[@rajaram8491]

It is possible to calculate using modal analysis

[@jaydeepchavan2131]

please provide this ppt.

[@rehanulhaq6285]

thank you sir

[@123457678ful]

Nice explanation 🙏

[@civilideas1925]

👍🏻

[@jaydarji174]

which is code is used sir???????

[@RanQRconquer]

8:06 / 24:56

[@vipulgholap7059]

Thank you sir.

[@himanshu960]

Thank you so much

[@structuraldynamics466]

Thank you, Wish you all the best.
regards,
SD Team

[@tusharrsomvanshi4698]

Thank you sir