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Dowel bar length in seismic retrofit project
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...- Imheron
- Thread
- Replies: 0
- Forum: Moment Frame & Shear Wall engineering
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dowel bars length in seismic retrofit project
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...- Imheron
- Thread
- Replies: 0
- Forum: Demolition & Renovation engineering
