Retrofit strategy of non-seismically designed frame systems based on a metallic haunch system
Due to the lack of capacity design principles as well as of appropriate structural details, most of the reinforced concrete building designed primarily for gravity loads as typical of pre- 1970s code provisions, are expected and has been demonstrate to suffer sever damage or total collapse under...
| Main Author: | |
|---|---|
| Language: | en |
| Published: |
University of Canterbury. Civil Engineering
2008
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/10092/1222 |