10-Dynamic Analysis Fundamentals for Seismic Design (Response Spectrum-Part-4)

In this video, I will explain about:
• Characteristics of Response Spectrum
• Examples
Keywords:
seismic design of structures
earthquake engineering
earthquakes
dynamic analysis
SKKU

[@safaahamdan5668]

thank u very much, U are great teacher, Ur video's are very helpful, I am self-educated and I really rely on ur video's

[@ZVIKAGREENBERG]

Dear Sir - at example 4 the long column = 24 ft has a different k that the short column = 12 ft. Therefore each column has its own Tn and hence different accelerations. Otherwise you can create the long column from a very weak material with low E and nothing will happen.

[@amermohammed14]

Thanks

[@mustafaqasimdows1029]

Dr. Can you make a course about Stochastic excitation?

[@yancycddfdf]

hi dr.mohammed，will U teach some non-linear or push-over analysis in the future? your seismic class is excellent for me to enroll into fundamental study. Thanks!

[@dr.mohamednoureldin5718]

Hi. Yancy. Yes, I will do it in the near future.

[@zabihullahhalim5096]

شکرا جزیلا!
It was very helpful, waiting for the pushover analysis.

[@ZVIKAGREENBERG]

Dear Sir - please look again at the graph. At zone Tn=10 seconds - the acceleration units are going greater from 1g to 1.1g but from top down. I think it should go up from bottom up. Otherwise it contradicts the true statement you said - In long deformation there is low acceleration almost zero.

[@gntr6835]

Thanks Sir. You are the kind of God given angels to humanity.

[@ravichandra2261]

kindly do one model in sap for high rise on earthquake analysis