Відео

Thank you. It is through God's grace.

See FEMA-356 and ASCE-SEI-41 for drift in vertical members (steel).

Hello sir, the summation of all these forces is not equal to the base shear force Vb (which is 85233) but equal to 75 958 kN. The values i found are the following : 10455, 15567, 13709, 11852, 9994, 8144, 6336, 4610, 3006, 1563 kN (The summation equal to 85235kN because this the value i found for Vb). Thanks for this valuable video.

@@NizarELOUAHABI-jn2ey What are your values of xi_ESDOF, Te, Ke?

I'll try

Thanks

Welcome.

Thanks. Yes, I have authored a book titled "Performance-Based Seismic Design of Structure" published by CRC Press, USA.

@Performance-BasedSeismic-how to get this book sir

@@ravishankar.p5542 You may get it through Amazon, Routledge, or CRC Press.

Thank you.

Yes, this will come in the next 2/3 videos.

Welcome

Thank you for the information. We have fixed it.

Excel sheet you can easily prepare by seeing the formulae and steps. You can also carefully watch (if necessary by pausing the video) the Excel sheet I have explained.

Your problem is not very clear to me. It may fail to complete the analysis if the capacity of members is not adequate. Your design should be carried out properly.

Yes, more to follow.

Thank you. I shall post, you have to share to disseminate.

Thank you

Welcome. May it help all aspirants.

​sir, I am sharing your videos with my students to learn this topic,

@@prasenjitsaha1541 Very nice. The future design will be reigned by PBD... Also, put forward your critical comments.

Thanks.

Mainly based on ATC-40 Vol 1. This should be downloadable.

Thank you.

Thank you.

What do you do?

Thank you. Stay blessed.

Thank you. Be in fulfillment and bliss.

Thank you so much.

Thank you. Stay blessed.

Thank you.

Thank you. Bhalo theko.

ধন্যবাদ

Thank you

Thank you. Stay blessed.

The book is purchasable through (1) Amazon, (2) Routledge and (3)Taylor & Francis. In Routledge, a 20% discount is given for a limited period. Thank you for showing interest in the book.

@@Performance-BasedSeismic-ns6yo Dear sir, would you please share your email, so that i can share some information to you.

@@Performance-BasedSeismic-ns6yo Dear sir, may I have you email, I want share something to you.

@@Performance-BasedSeismic-ns6yo Dear sir, may I have your email, I want to share something to you.

@@Performance-BasedSeismic-ns6yo sir may i have your email, i want to share some information to you.

Thanks, Neetika... Let us see how much impact it can have... I also wish to author a book on Structural Dynamics.

Thank you. Bhala thako.

Dhanyobad

Thank you. Stay blessed.

Thank you. Nice to see you after long time.

Thank you.

Thank you Taslem.

Thank you

Nice. What is your name and what about your your pre-records?

Iam mtech structural dynamics and eq engineering passed out grad sir . 2022 passed out. Student of prof. O.R. JAISWAL.

@@Performance-BasedSeismic-ns6yo sorry sir what do u mean by pre records?

@@vemuricreativeworks7406 Just where you passed from and in which discipline. Nice.

Thanks

Thank you. Stay bleaased.

Thank you

Thanks. More on Earthquake Engineering will come.

@@Performance-BasedSeismic-ns6yoLooking forward

The C/B ratio of EC-8 or IS appears to be based on the philosophy discussed, but neither has explained the background. However, Gama_mcs have a different context.... You have to compute the extreme strength and limit the strength of a section, and find their ratio.

Thank you so much for your question. The hard copy will be released on 1st July. Pre-booking continues at a discounted price till 31st July. e-book is also there. The prices are 120 pounds and 44.9 pounds for hard and soft copies, respectively. Booking is possible through Routledge/Amazon.

Thank you so much for your question. "Short column" here is not that of the code-specified short column. It is a relatively shorter column in a group of adjacent columns.... Below plinth beams, all columns are generally of the same length. Hence, the short column effect will not take place.

@@satyabratachoudhury3503 Thank You, Sir🙏. I understand. Sir, I have another question- In case of the Column that supports half the landing beam, they are relatively Shorter in clear span with respect to other columns of the building, are those columns subjected to the Short Column effect? What are the boundaries or criteria or values based on what we can say that the column is subjected to the short column effect?