Loading...
Loading...

Go to the content (press return)

Numerical study on stainless steel I-shaped links on eccentrically braced frames

Author
Chacon, R.; Vega, A.; Mirambell, E.
Type of activity
Journal article
Journal
Journal of constructional steel research
Date of publication
2019-08
Volume
159
First page
67
Last page
80
DOI
10.1016/j.jcsr.2019.04.014
Project funding
Comportamiento estructural de pórticos de acero inoxidable. Seguridad frente a acciones accidentales de sismo y fuego
Repository
http://hdl.handle.net/2117/132558 Open in new window
URL
https://www.sciencedirect.com/science/article/pii/S0143974X18313579 Open in new window
Abstract
Strength, ductility and strain-hardening on austenitic stainless steel are interesting structural properties that suggest a potential strategic structural application as dissipative members in seismic-resistant systems. Eccentrically braced frames (EBF) are structural systems that dissipate energy during seismic episode by means of shear- or bending-shear related mechanisms in particular elements commonly referred to as links. The use of austenitic stainless steel in these links may represent an...
Keywords
Austenitic stainless steel, Eccentrically braced frames, Structural links
Group of research
ATEM - Structural and Materials Technology

Participants