Experimental Investigation of Cross-Sectional Bending Capacity of Cold-Formed Steel Channels Subject to Local-Distortional Buckling Interaction (2019)
Attributed to:
Performance-Based Optimisation of Novel Lightweight Steel Frame Systems for Rapid, Economical and Sustainable Construction
funded by
EPSRC
Abstract
No abstract provided
Bibliographic Information
Digital Object Identifier: http://dx.doi.org/10.1061/(asce)st.1943-541x.0002344
Publication URI: http://dx.doi.org/10.1061/(asce)st.1943-541x.0002344
Type: Journal Article/Review
Parent Publication: Journal of Structural Engineering
Issue: 7