Joan Tresserras Pujol-Xicoy
TALL
BUILDING
DRAFT DESIGN
Columns:• 1 – 5 floors:
1. Section dimensions
• 5 – 10 floors:
• 11 – 15 floors:
• 16 – 20 floors:
• 21 – 25 floors:
• 26 – 30 floors:
• 31 – 35 floors:
1. Section dimensions
Beams:
Slabs:
1. Section dimensions
2. Design requirements
2. Design requirements
Wind loading:
• According to the chinese code:
• Return period of 50 years Wp = 0,55KN/m2.
• Return period of 100 years Wp = 0,60KN/m2
• Building situated in Tianjin, China Roughness type C
• When using the program we choose the Chinese 2002 code
3. Loading
Earthquake loading:
• Design with a basic fortification intensity of 7.
• In consequence a ground acceleration of 0,15g is used.
• Site classification is a site-class IV.
• When using the program we choose the Chinese 2002 code.
3. Loading
Dead load:
• Automatically calculated the program (Self
Weight Multiplier = 1).
• It is necessary to add dead load to the slabs
inside the shear wall areas, due to their very
small thickness. These slabs help to transfer
lateral stresses.
• Add a dead load = 7,5kN/
3. Loading
Live load:
• Following the chinese code:
3. Loading
• Basically, the material used will be concrete.
Default concrete given by ETABS is a C40
concrete. For structural reasons a new
concrete C60 will be created.
• Steel only used in the reinforcement bars.
4. Materials
• A 3-D grid with all the elevation and plan
dimensions inputed has to be created.
5. Model elaboration
• It is convenient to create a
new set of columns every 5
stories to make it easy
when dimensioning them.
• In the first 4 floors the
columns that don’t have
floors on top will also be
different than the ones
with 35 floors on top
5. Model elaboration
• When drawing shear walls
it’s possible to distinguish
into two kinds of shear
walls:
• The ones surrounding the
elevators and stairs.
• In the residential floors,
the ones dividing the
different apartments.
5. Model elaboration
• There are two kinds of beams:
• Primary beams that go from column to column. The
moment release for this kind of beams will be continuous.
• Secundary beams that go from beam to beam. The
chosen distribution for this type of beams is a cross
distribution. The moment release for this kind of beams
will be pinned.
• No beams should be drawn inside the shear
walls.
5. Model elaboration
• Two kinds of slabs: 1.Normal slabs ; 2.Inside shear
walls slabs
5. Model elaboration
• Three requirements should be met by the model:• First rotation period / x or y period < 0,9
• Story drift < 1/800
• Maximum story drift / average story drift < 1,4
• To meet this three requirements a process of
analysis and later dimensioning of the structural
members will take place.
• It will be necessary to look at the different
modes of structure to determine which one is
the first to have rotation.
6. Model analysis
6. Model analysis
1st mode 2nd mode 3rd mode
6. Model analysis
Deformed shape 3-D View Longitudinal Reinforcing
6. Model analysis
First rotation period / x or y period < 0,9The first rotation period is the one of the third mode = 1,85398
The first period with x or y movement is the first mode = 2,50081
1,85398 / 2,50081 = 0,741352 < 0,9 Story drift < 1/800
The maximum story drift is for the 35th floor:
1/811 < 1/800 Maximum story drift / average story drift < 1,4
The maximum story drift is for the 1st floor= 1/811
Average story drift = 9,5992*10^(-4)
(1/811) / ( 9,5992*10^(-4)) = 1,285 < 1,4
7. Requirements
THANK YOU!
谢谢 !
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