POUNDING EFFECT OF ADJACENT STRUCTURES | EARTHQUAKE ENGINEERING | CIVIL ENGINEERING
Вставка
- Опубліковано 5 жов 2024
- Pounding effect and the seismic gap calculation as per IS 4326 and IS 1893 is explained clearly
Telegram Link:
t.me/acecivile...
Link to download IS 4326-1993
rahat.up.nic.i...
Excellent 🎉
Very well explained.. 👌👌Keep posting such videos... It will b very useful for students like us... 🙏👍
Great work. Nicely explained. 👍
Thank you saha
Is this concept of pounding effect we have draw a more diagrams is needed or not
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?
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
Hello sir can i carry out my M. Tech thesis on this topic ? Is it latest topic ?
Yes u can...
ua-cam.com/video/53UvBCkqjQg/v-deo.html this is my theisis
Hello Sir. I want to ask you few questions regarding my project work on adjacent Structures... will you help me out please???
Yes..please ask
@@acecivilengineer6863 My college sir told me to work on Adjacent Structures with damping system in between and we want to design that system on Software. So is it feasible or not? And how I can proceed further on that topic. If you can guide me in that direction, it will be much helpful...
Sure vedant. Help is what all i could do through youtube.😊
See, adjacent structures do collide, because they do have different seismic behaviour. As you said, you r going to use some dampers in between, that is really a great idea from your college sir. It is definitely feasible, provided you do have the damping characteristics like its stiffness, damping coef.,etc which you can provide as a support in any analysis software.
You need to proceed by considering two different structures of different heights (to ensure their seismic behaviour is different). Then provide a support at the locations, where u give the dampers and then analyse the model. You need to come up with different displacements for different load combinations and check whether they collide or not. If they are still colliding, then simply increase the dampness of the dampers what u use. Hope i made u clear in understanding. I also understand, sky is the limit, for the depth u would like to proceed further into this topic.😊
@@acecivilengineer6863 Thank you so much for this wonderful response. I found this as an interesting topic now and look forward to work on it. If I will gonna have any further doubts then will surely ask you... Thank you so much for your help🙏
@@acecivilengineer6863 Hello. My project is being finalized. And I want to know that which software will be best to carry out this project...??? Project is about Seismic performance of adjacent buildings connected with dampers...