I'm designing a seismic retrofitting project. Similar to the detail introduced in FEMA-172, an existing concrete frame will be infilled with a new shear-wall which attaches to the exist column on one side while keeps about 4 feet from another exist column on the other side.
The spandrel beam is...
I'm designing a seismic retrofitting project. Similar to the detail introduced in FEMA-172, an existing concrete frame will be infilled with a new shear-wall which attaches to the exist column on one side while keeps about 4 feet from another exist column on the other side.
The spandrel beam is...