Hotel complex (30 floors)

Design model:  "AstanaProject", Republic of Kazakhstan

Building structures:

building height above ground level + 105.6m above mark 0.0 (32 floors);

monolithic reinforced concrete frame: columns 60x60cm, pylons 40cm thick;

monolithic solid foundation slab for the entire building 1.5 m thick on piles;

monolithic reinforced concrete beamless ceilings with a thickness of 22 cm

Variant №1  of the calculation is carried out for static and dynamic wind (pulsation) effects for the building frame on a non-uniformly deformed foundation slab on piles:

Order of the system of equations 750244

Tape width 631125

Number of elements 134350

Number of nodes 125230

Number of loadings 7

Number of active masses 372282

Calculation time - 128.47 min

Variant №2 of the calculation is carried out for static and wind effects for the "Base-foundation slab-frame" system:

The order of the system of equations 1234420

Tape width 890960

Number of elements 220699

Number of nodes 211370

Number of loadings 5

Number of active masses 372282

Calculation time - 402.42 min (on Intel Pentium Duo 3.2GHz)