Development of revised stiffener spacing requirements for seismic links in eccentrically braced frames
The current dissertation re-examines the transverse stiffener spacing requirements of short andintermediatelengthseismicsteellinksineccentricallybracedframes(EBFs).Transverse web stiffeners enhance the rotation capacity and the link’s ability to dissipate energy due to seismic excitation. The curren...
| Κύριος συγγραφέας: | |
|---|---|
| Άλλοι συγγραφείς: | |
| Γλώσσα: | English |
| Έκδοση: |
2022
|
| Θέματα: | |
| Διαθέσιμο Online: | https://hdl.handle.net/10889/24086 |