draft design of a 35-story building
DESCRIPTION
Draft design of a 35-story building. Tall building structures – spring 2023. 1.- software. 2 .- overview. 2.1.- ARCHITECTURE OF THE BUILDING. 2 .- overview. 2.1.- ARCHITECTURE OF THE BUILDING. 2 .- overview. 2.1.- ARCHITECTURE OF THE BUILDING. 2 .- overview. - PowerPoint PPT PresentationTRANSCRIPT
TA L L B U I L D I N G S T R U C T U R E S – S P R I N G 2 0 2 3
DRAFT DESIGN OF A35-STORY BUILDING
1.- SOFTWARE
2.- OVERVIEW
2.1.- ARCHITECTURE OF THE BUILDING
2.- OVERVIEW
2.1.- ARCHITECTURE OF THE BUILDING
2.- OVERVIEW
2.1.- ARCHITECTURE OF THE BUILDING
2.- OVERVIEW
2.2.- DEAD AND LIVE LOADS
2.- OVERVIEW
2.3.- SEISMIC PARAMETERS
2.- OVERVIEW
2.4.- WIND PARAMETERS
2.- OVERVIEW
2.4.- WIND PARAMETERS
2.- OVERVIEW
2.5.- MATERIALS
2.- OVERVIEW
2.5.- MATERIALS
3.- DESIGN
3.1.- COLUMNS DESIGN
𝑠2=(1,2 ·𝐷+1,4 ·𝐿 ) ·𝑛 ·𝑠𝑥 · 𝑠𝑦 ·1300
𝑓 𝑐
From story
To story
1 5 346 10 29
11 15 2416 20 1921 25 1426 30 931 35 4
3.- DESIGN
3.1.- COLUMNS DESIGN
3.- DESIGN
3.1.- COLUMNS DESIGN
3.- DESIGN
3.2.- BEAMS AND SHEAR WALLS DESIGN
3.- DESIGN
3.2.- BEAMS AND SHEAR WALLS DESIGN
3.- DESIGN
3.2.- BEAMS AND SHEAR WALLS DESIGN
3.- DESIGN
3.2.- BEAMS AND SHEAR WALLS DESIGN
3.- DESIGN
3.3.- SLABS DESIGN
3.- DESIGN
3.4.- FINAL DESIGN
4.- ANALYZE
3.4.- FINAL DESIGN
4.- ANALYZE
4.- ANALYZE
4.1.- CONDITIONS (I)
Mode
Mode circular frequency(rad/time)
Period(time)
Frequency(time)
1 2,41531 2,60140 0,384412 2,75496 2,28068 0,438473 3,34511 1,87832 0,53239
1,878322,60140
=0,72204<0,9
1,878322,28068
=0,82358<0,9
4.- ANALYZE
4.1.- CONDITIONS (II)
1878
<1800
4.- ANALYZE
4.1.- CONDITIONS (III)
1878
9,26 ·10− 4=1,23<1,4
4.- ANALYZE
4.2.- CONCRETE FRAME DESIGN CHECK
5.- OPTIMIZATION
Decrease of thickness in the shear walls from 0,7m to 0,5m.
THANKS FOR YOUR ATTENTION 谢谢观看
ENRIQUE CAVERO LAPUERTA – 恩里克