2023
DOI: 10.1002/cepa.2472
|View full text |Cite
|
Sign up to set email alerts
|

Experimental qualification of replaceable bolted links in dual eccentrically braced frames

Dan Dubina,
Aurel Stratan

Abstract: The performance of structures under severe seismic action is ensured by properly calibrated ductility, stiffness, and strength. The “plastic” members of ductile mild carbon steel (S235 to S355) dissipate the seismic energy, acting as “structural fuses”, while the “elastic” members must be provided with adequate overstrength, to have the capacity to carry the stresses corresponding to yielded and strain hardened plastic hinges. High strength steels, such as S460 to S690, might be used for these elastic members,… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

0
0
0

Publication Types

Select...

Relationship

0
0

Authors

Journals

citations
Cited by 0 publications
references
References 20 publications
0
0
0
Order By: Relevance

No citations

Set email alert for when this publication receives citations?