Hello Dr. Franke. As a Masters student doing my research in the field of earthquake engineering, your videos have been highly useful for me. Indeed, the way you explain different topic makes it much more clear and understandable compared to papers and text books. Many thanks for making this videos.
That was great. Please make some videos about linear time history analysis using Etabs or Sap2000 for practicing engineers. My living area is prone to near-fault earthquakes.
Hello, I just want to thank you very much for these videos . You have helped me understand a lot of things. I am Master's student at Polytechnic Montreal. And I have decided to do my research project about the effect of scaling time histories on the behavior of a structure (most likely bridges). I just started, so the objective of my subject is not very clear yet. I just wanted to ask if you have any recommendations about subjects that may be interesting to do more research on.
Hello, thank you for this nice course. I have a question and hope someone could help me with. I feel confused here that the time histories which are used as INPUT to structures are to be scaled to the target RESPONSE spectrum of the structures. Why's that? It would sound more logic to me if these time histories are to be scaled to some 'target INPUT time history' other than target RESPONSE spectrum. Thanks.
Hello Sir, your slide is really helpful and improve my understanding in seismic for plant facilities. Looking forward for your static analysis design example and comparison of static or dynamic analysis approach which one is lead for optimization studies. Appreciate your assistance. Thank You.
Hello Dr. Franke. As a Masters student doing my research in the field of earthquake engineering, your videos have been highly useful for me. Indeed, the way you explain different topic makes it much more clear and understandable compared to papers and text books. Many thanks for making this videos.
the video is so helpful, hope this will help my thesis work a lot. Thank you sir for sharing
You definitely deserve more views!! GREAT VID
Thank you very much. It helps me to understand lots of complex things.
I spent a lot of time trying to understand this topic by reading, but this video has made the things clear. Thanks a lot
very helpful content. thanks
I had been looking for this. looking forward more from you.
That was great. Please make some videos about linear time history analysis using Etabs or Sap2000 for practicing engineers. My living area is prone to near-fault earthquakes.
Thank you so much for your kind information. I am highly appreciated!
thank you, sir. very useful.
may god bless you professor
Hello, I just want to thank you very much for these videos . You have helped me understand a lot of things. I am Master's student at Polytechnic Montreal. And I have decided to do my research project about the effect of scaling time histories on the behavior of a structure (most likely bridges). I just started, so the objective of my subject is not very clear yet. I just wanted to ask if you have any recommendations about subjects that may be interesting to do more research on.
Very clear explanation, Thank you Sir
Hello sir..Your videos help me lot in my project work
Thank you very much sir!!!
Hello, thank you for this nice course. I have a question and hope someone could help me with. I feel confused here that the time histories which are used as INPUT to structures are to be scaled to the target RESPONSE spectrum of the structures. Why's that? It would sound more logic to me if these time histories are to be scaled to some 'target INPUT time history' other than target RESPONSE spectrum. Thanks.
My question is ..When we use weight other than 1,1?Is there any criteria to give weight in different manner ?
Hello Sir, your slide is really helpful and improve my understanding in seismic for plant facilities. Looking forward for your static analysis design example and comparison of static or dynamic analysis approach which one is lead for optimization studies. Appreciate your assistance. Thank You.