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...
Citation
Chacon, R.; Vega, A.; Mirambell, E. Numerical study on stainless steel I-shaped links on eccentrically braced frames. "Journal of constructional steel research", Agost 2019, vol. 159, p. 67-80.
Keywords
Austenitic stainless steel, Eccentrically braced frames, Structural links
Group of research
ATEM - Structural and Materials Technology

Participants