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

[@ravishankar.p5542]

What an excellent teaching ...superb..sir

[@vinayrb8682]

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.

[@fazalarju]

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

[@ramzanshaikh1656]

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

[@vinayrb8682]

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 .

[@ahmadaboel_soud6352]

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

[@aldiputra9236]

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

[@kuldeeps3830]

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

[@rajkumar-bd7yj]

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

[@ilustraca]

It always varies..the system I'm using has 1TB SSD, 6GB RTX Graphics, 16GB RAM

[@deniscalebalvarado3133]

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

[@sandeepshrestha8202]

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

[@ilustraca]

If you select YES , Pier Labels will be assigned Automatically, if you select No, you need to assign Pier label manually

[@canerozek6088]

May i ask how about pushover analysis for multi tower?

[@mominshadabanjum2916]

Waiting for part 3

[@aldiputra9236]

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..

[@ce.001]

Please make video on Wind.

[@mohitvats2211]

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

[@meetpatel3850]

Which research paper are you reffer

[@deoanand05]

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... ???

[@xanzem]

You can.

[@mukeshmishra3696]

Bring out etabs and staad pro courses as well !!

[@ilustraca]

ETABS course is on-going on my android app "ilustraca"

[@ChinTanLimbani]

Waiting for Part 2

[@ilustraca]

will post very soon

[@mouhamedelmoustaphasow1079]

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

[@ilustraca]

You have correct the modelling... First check the Model for modelling errors.

[@Amin-oq1qq]

Where is part 3??

[@hardikrangani1610]

Add etabs file next videos