Vozara Office Tower

ClientBastanpol Engineering Group
TypeOffice
LocationTehran, Iran
Start Date1397
No. of Floors16 (10 + 6 Basement)
Total Area12000 sq.m.
ArchitectArash Tahmasebi
ServicesStructural Design
Type of Structure

Steel

Lateral Resisting System

Intermediate Moment Frame & Shear Walls in One Direction , Simple Frame & Special Shear Walls in Another Direction

Floor System

Hollow Core Slab (Cobiax) For Basement Floors
Steel Deck For Upper Floors

Complexity & Chalenges
  • Large Spans With 17 Meters Length
  • Limiting The Structural Slab Thickness to 35 cm in Basement Floors, Reducing The Depth of Digging & Increasing The Height of The Stories
  • Tilting of Some Columns (Using Diagonal Columns) & Re-positioning of Columns in Upper Floors Due to Architectural Constraints