Understanding Dual Structural System | Earthquake Resistant Design | ilustraca | Sandip Deb
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- Опубликовано: 17 дек 2022
- #earthquakeresistantdesign #seismicdesign #etabs #structuraldesign
Understanding Dual Structural System | Earthquake Resistant Design
𝐀𝐝𝐯𝐚𝐧𝐜𝐞 𝐒𝐭𝐮𝐝𝐲 𝐢𝐧 𝐑𝐂𝐂 𝐁𝐮𝐢𝐥𝐝𝐢𝐧𝐠 𝐃𝐞𝐬𝐢𝐠𝐧 𝐮𝐬𝐢𝐧𝐠 𝐄𝐓𝐀𝐁𝐒 𝐚𝐧𝐝 𝐌𝐚𝐧𝐮𝐚𝐥 𝐂𝐡𝐞𝐜𝐤𝐬
𝐃𝐨𝐰𝐧𝐥𝐨𝐚𝐝 𝐨𝐮𝐫 𝐌𝐨𝐛𝐢𝐥𝐞 𝐀𝐩𝐩𝐥𝐢𝐜𝐚𝐭𝐢𝐨𝐧 𝐭𝐨 𝐞𝐧𝐫𝐨𝐥𝐥 𝐭𝐨 𝐭𝐡𝐞 𝐜𝐨𝐮𝐫𝐬𝐞-
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Very Informative... Thank you...
Excellent details about dual structural system and also requested that provide time history analysis and vibration control system
thanks for the tutorial!
can i apply the scale factors if i do static analysis for the structure???
Waiting for more videos
👌👌
Sir, with this scale factor n new load combination we need to design the columns at the 1st level only or column in the entire building (all column in every storey)?
Sir, maybe can display on Tutorial how to apply Fpx and Fpy in detail to get Axial force in Collector Beam and Slab to design diapframhn and Chord.
Please make a video on flat slab system also
Bro, which program you use for drawing on screen? Thank you
Sir, While performing NLDTHA taking multiple earthquakes(around 7), is it necessary to scale up the base shear due to earthquakes and equal all of them?
Hi
I have one query
You are considering the response reduction factor as 4 for ductile structural wall but taking the design consideration of dual system in analysis , In IS code (note 3) it is clearly mentioned for zone 3,4,5 R = 5 shall be considered
Please explain
Thanks
Er Akshay Kothiyal
Hi! If during my initial checking of base shear for col and wall, I found out that the column is already carrying 26% of the total base shear, should i continue with the process or just proceed with the design of the frames and walls without scaling?
In that case no required as u already achieved the required criteria
Sir, how to model walls like that? Is it a manual process or automatically divided walls? Should I draw wall by parts and then provide supports?
Walls divided manually using Edit Shell
@@ilustraca ok sir.. thankyou
What is the difference between manual mesh and auto mesh and what are the changes we can expect from the model
If u devide the wall wd Automesh option, it will be divided both horizontal and longitudinal direction... now if u see, the load transfer point is only available at floor levels and there is no intermediate point where load transfer to wall is happening hence no mesh required. To match the mesh size of slab/floor we divided wall longitudinally wd a max size of the same that we have provided for slab/floor.
There is nothing wrong if u mesh automatically...in that case the analysis time will be increased unnecessarily... again at bottom of wall the reactions will be shown only at 2 end points if not meshed manually that will lead to a conservative transfer of load in foundation
do we need to do same process for lift wall system building?
If u consider ur walls of lift shaft to resist lateral force then yes
It depends on how what u consider and accordingly u design
What about wall design combination? should we reduce to 75% or design for the older combination ??
Which reduction u r talking about?
@@ilustraca you have scaled the column design for 25%, but what about the wall , will it remain same or scale to take only 75% shear? Plz tell us how the load combination for wall too?
Walls will be designed for whatever force we r getting at beginning for normal load combinations without any scaling of forces.
@@ilustraca thank you.
Very clearly explained.