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 |