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...

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Bibliographic Details
Main Author: Σκρέτας, Νικόλαος
Other Authors: Skretas, Nikolaos
Language:English
Published: 2022
Subjects:
Online Access:https://hdl.handle.net/10889/24086