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Very valueable lecture. Many many thanks

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How this presentation is .....posted in environmental engineering and environmental management .....post graduate programme....??

Very well explained. I want to know how to generate Response Spectra for different time periods of a particular earthquake ground motion/ signal.

Thanks...... need more detailing though

1buiding height 6 meter And Another buiding 9 meter height. In black cotton soil How much distance kept in this two building with same floor height

Excellent 🎉

The simultaneous translation into English is wrong

The simultaneous translation into Spanish is wrong

please also post video for CQC method in detail

best video to understand seismic response spectrum

so basically initially you described what response spectrum is, and at the last from 23:18 whatever you described is the response spectrum analysis, is it so?

Well explanation sir

Very very useful video, thank you sir, please make video on Time History Analysis (THA) also

Friend, Remember that when you expressed SPECTRAL ACCELERATION ( a ), in terms of displacement ( D ), ,, the equation of ( a ) shall be a = D / T^2 then , when Natural Time Period ( T ) is zero ( 0 ), SPECTRAL ACCELERATION ( a ) is INDETERMINITE, and your RS CURVE will not meet at Zero origin of x and y axis , BUT THE TRUE SPECTRAL CURVE, when T is approaching near Zero, the Line of Curve will go higher and higher at the y axis BUT will not meet zero, coz when you plug zero in formula you will have ERROR result .. . So your RSA is partially wrong

Your video is a treasure. I'm just confused what is time history analysis.

Good video

Please upload more videos on this kind of topics. Thank you

Thank you, I need to know, when i checked by etabs for soft story check, it showed me that percentage is ok ( i.e >70%) ,so no soft story is as what i can conclude. Does that mean that the situation is ok in earthquick ?as the checked floor is basement floor ( parking lot) and no walls or stiffness materials are used to cover the perimeter area of the parking floor

Thank you sir 😍, which software you are using to teach sir?

thanks for such a nice video..but i steel did not understand how we convert time-acceleration (earthquake data) to accelration-period (design spectrum)? Becouse earth data comes with time and time converted to period...in this particular transition what formula we use? have any video to explain pls or planig to make such a video? thanks

good explanation. Thank you

Good one and useful Eswar

Hi, this video is really nice. I am new to this field. So, I don't understand why we need many oscillators? I wrongly thought that the oscillator is fixed, and we see its behavior at different periods!!! Can you explain more please.

Thanks sir

IN IS1893 now clause has been updated and can you also tell how to calculate storey displacements, I have created g+11 and g+15 model in SAP 2000 so should i take maximum storey displacement of both the buildings or storey displacement at 11th floor for both the buildings?

Very good way of explanation.

Sir can u pls do video on rigid and semi rigid diaghrams. And also factored and unfactored modifiers videos

Well explained 👏

Why are we combining all the base shears? Why dont we design for only the maximum base shear

Sir really very much useful info 😃 plz can u solve an example on rsm

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Excellent presentation

Which Page no. Is 800:2007????

Is this concept of pounding effect we have draw a more diagrams is needed or not

What i've understood is that, design seismic response spectrum is drawn for a specific magnitude of seismic force (ground vibrations) In different area, there is different magnitude of maximum ground vibration that has occurred in history and this is what shall be used in the design. Does the code has design spectrum for each area or its general for all over the country?

Nice sir.......sir make a detailed video on cqc and srss method....

Sir, Really a Fantastic presentation. Your knowledge in seismic is excellent sir.

Hot Rolled steel, cold Rolled steel. What area using of building,. Advantages,,, disadvantage......which are heath life of building. Please explain. . thanks you sir

Sir, can you please make a video on lifting, transportation analysis?. Thanks

Reddy watching this video and remembering your explanation before exam in Telugu brings smile on face 👌👍😂

Fantastic Explanation!!!!!

Sir pl upload an illustrative example of response spectrum analysis of a building structure. Thanks sir for the excellent video

Sir, What exactly is a normalized RSA graph and in the is 1893 RS graph why do we have an acceleration for zero time period?

Nice Presentation Sir, I have one doubt regarding design response spectra which was mentioned in the IS 1893.Why it is indicating some spectral acceleration at zero time period ,then why it is increasing linearly and then why it is constant in the certain time period? only because of Response reduction factor or is there any other reason?

Well explained ..thank you this video also contribute your lesseons th-cam.com/video/53UvBCkqjQg/w-d-xo.html

Well explained.

So response spectrum curve represents pick responses of different masses for a specific ground motion?

Can we construct same size column and rienforcemwnt in it from footing to top 5th floor????

Thanks for explaining the concept in graphical manner. Need to understand reason to create Response in terms of Displacement, Velocity n Acceleration ? Why IS 1893 uses REsponse Acceleration graph only. You can suggest any link also.