Building Structure Strength
- Dual system structure (comprised of Special moment-resisting frames and Intermediate RC shear walls) were used in order to have better performance.
-Regarding engineering calculations the directions of pillars are determined in a way that they have the best performance in the case of earthquake and their strong axis is located in a direction that the maximum force is exerted to the building.
-In this structure all attempts are made to use light material in non-structural components to reduce total weight of the building which enables the building to resist more against earthquake.
-The foundation of this structure has been designed in such a way to be more resistant against the earthquake as well as against subsidence due to gravity load.
-According to specific plan of the building, existence of diagonal structural systems is one of outstanding characteristic of this building.
- Existence of connective shear wall leads to development of a resistant central core in building that prevents too much drifts of building in the case of earthquake occurrence.
- Low height of structure and large area of plan indicates that building is resistant against reversal.
- Ratio of structural surface to large total surface.
- The structural system is placed a way in which the building shows the most resistance against distortions caused by earthquake.
- Confirmation of architectural and computational plans, and construction of this structure have been performed under the supervision of Heasr Sedigh Engineering Consulting Company by the management of Mr Hosseinalizadeh with more than 20 years of experience in supervising construction quality.
-The foundation of this structure is from strap type, and therefore, in each square meter of this structure 110 kg of reinforcement bars were used.
- High resistance of the building, makes it transferable.