arboi
Structural
- Apr 13, 2010
- 14
Hey everybody
My project is to design raising an old building of 4 stories to 5 or 6 stories and to reinforce the structure against earthquake.
The old structure is a residential concrete building with a 20x20 m' area. The walls are made of cement blocks where the floors and the columns are made of reinforced concrete.
The old building was not design to carry horizontal forces.
There are residents in the old building and they will stay along the process of building around and above them.
Since there are no planes of the old building I cannot use the old building structural elements to support the new story.
I will be satisfied to read comments regarding the structural analysis that should be done, about the differential settlements between the old and the new construction including connecting details etc.
10x
My project is to design raising an old building of 4 stories to 5 or 6 stories and to reinforce the structure against earthquake.
The old structure is a residential concrete building with a 20x20 m' area. The walls are made of cement blocks where the floors and the columns are made of reinforced concrete.
The old building was not design to carry horizontal forces.
There are residents in the old building and they will stay along the process of building around and above them.
Since there are no planes of the old building I cannot use the old building structural elements to support the new story.
I will be satisfied to read comments regarding the structural analysis that should be done, about the differential settlements between the old and the new construction including connecting details etc.
10x