Administration Building in Karachi, Pakistan
Seismic Evaluation of the 22 Floor Triangular Shape Structure
Seismic Evaluation of the 22 Floor Triangular Shape Structure
The scope of the project was to determine the seismic performance level of the 22 floor tirangular shape reinforced concrete structure according to Federal Emergency Management Agency Provisions FEMA-356.
Building was consisting of two E shape shearwalls in the core, rectangular and cyclindrical shape columns surrounding the core. The corner columns are going up with an angle of 20° until the fifth floor.
Building was consisting of two E shape shearwalls in the core, rectangular and cyclindrical shape columns surrounding the core. The corner columns are going up with an angle of 20° until the fifth floor.
