Multi-tower Modeling and Seismic Analysis Process-ETABS | Part-1 | Sandip Deb | ilustraca

Multi-tower Modeling and Seismic Analysis Process-ETABS | Part-1
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[ravishankar.p]

What an excellent teaching ...superb..sir

[fazalarju]

nice video also an unique. please continue the analysis and design part.

[deniscalebalvarado]

You can replicate Tower 1 on Tower 2 but you have to select de replicated elements and asign them as part of the tower 2 in the Asign/Asign Objects to Tower tab

[vinayrb]

How to create basement floors in edit storeys. Now you created podium above NGL right. Constructing podium above NGL is good or below.
Can you show the retaining wall modeling and design for basement .
Why shellthin for slab. Why can't membrane. We need to design beam on safer side but on assigning shell, beam will get weaker and slab will not transfer full load properly to ground.
Also please take up flat slab structures like banquet hall in nxt videos.

[vinayrb]

For shearwalls pier labelling need to be assigned right but here not applied.
Waiting for gravity loads, lateral loads and OHT (water pressure) assignment for these towers. And diaphragm whether rigid or semirigid to be assigned for high rise towers and for whole structure or each floor we need to assign, have confusion in this could you clarify .

[ramzanshaikh]

How to design for 5 seismic zones. ??? What will be the changes ???

[kuldeeps]

Can you do manual analysis of all footings?
It helps.

[ahmadaboel_soud]

If I have two towers without a combined podium, can I use this process or should I create separate models for each tower

[rajkumar-bdyj]

very nice, thanks for sharing....can you please suggest me the system specifications required for designing high rise in etabs, bcoz when we run 25 storey getting slow and takes around 1 hr for run analysis

[mukeshmishra]

Bring out etabs and staad pro courses as well !!

[sandeepshrestha]

What is the difference when we select yes/no for auto pier option while modeling wall?

[mohitvats]

Please make video on steel structure and its connections in etabs.

[aldiputra]

How to apply seismic load if our tower rotated 45 degree from global axis sir? Because if I running with the seismic so the seismic direction load can’t change follow rotation of building..

[aldiputra]

Sir.. can you explain why the beam near shear wall to big reinforcement result..can we model using “release beam” from shear wall?

[canerozek]

May i ask how about pushover analysis for multi tower?

[deoanand]

sir, i want to design hybrid structure... same as u... in which podium is simple RCC building with normal slab ... and tower 1 & 2 will be flat slab structure... can we do this sir in etabs... ???

[mouhamedelmoustaphasow]

Hello dear .
We have done a tower in ETABS however we are facing a problem of the running analysis. It’s blocked at 1% for 24hours . Can you help me please