24 - Classical Modal Analysis of Building Structures and Interpretation of Results Using CSI ETABS

[@akshaythakur2103]

You Explained this perfectly. Thanks. I have cleared all my doubts

[@UnderstandingStructures]

Thanks

[@mdattatrirao2162]

You are teachings are excellant I am from India. I appreciate the explanation

[@shareqinamdar8903]

Very detailed explanation

[@afifmashrurtamim1264]

Thank you, sir. Now I can understand the basics of modal analysis clearly.

[@burhanhassan]

Thank you for your detailed explaination sir. Much appreciated.

[@ashfaquenisaransari]

Excellent explanation

[@franciscocartagena8716]

The efforts generated by the spectrum in the structure are absolute values, which cannot be combined with gravitational loads (which have a sign convention according to the direction of the force). How can you give a sign to the forces generated by the spectrum and be able to combine them with gravitational charges and so on?

[@tabassumhaider107]

Thanks for wonderful lecture

[@LordPrutsikas]

greetings from Germany, nice video

[@dhanasekarp4343]

0:47 *_How can i get this deflected video in etab ?. please help me._*

[@90009Karan]

Hi. Thankyou for the video. Very informative. Can you tell the difference between Eigen and Ritz Modal analysis?. I have searched the internet but didn't get any satisfactory answers.

[@luistanta8901]

Sir Najam, thank you.. Is it possible to build with the firsts mode as torsional?... considering that its drifts are less than 50% in the elastic range

[@dhanasekarp4343]

*_Fantastic sir. Super sir_*

[@mostafaismail43]

Excellent

[@TA3A.YAWARD]

How to deal with a couple mode?? How to scale the response spectrum??

[@ezatullahyaqubi4508]

How we can get mass participation factor sir? you didnt explain it

[@aymanramadan3235]

how can i compute the modal assurance criterion (MAC matrix between experimental and numerical results)?

[@civilideas1925]

👍🏻👍🏻

[@sunnybaggu785]

Dear sir, Is response spectrum analysis is same as modal analysis...

[@NirmalPatidar001]

SIR how can i convert this mode shape value in format as top storey with mode shape 1.

[@asifmostafaanik5588]

Can you share your lectures on Plastic Hinge Model of RCC Column and Beam using ASCE 41 in PERFORM 3D?

[@richardkamau1122]

Great

[@nakshsharma6661]

How to chk period sec . On first three mode on Model is ok or not ok

[@ajit1583]

Results for modal load Case and RSX,RSY load are different...why