The International Information Center for Structural Engineers

Steel Structures

Weak-Axis Behavior of Wide Flange Columns Subjected to Blast
N. Krishnappa,M. Bruneau. (2014).
FEM Modeling of Bolted Beam to Column Joints With Haunches
A.S. Hossain. ().
Non-destructive method to investigate the hardness - plastic strain relationship in cyclically deformed structural steel elements
H. Nashid,W.G. Ferguson,G.C. Clifton,M. Hodgson,M- Battley,C. Seal,J.H. Choi. (2014).
Study on Shaking-Table Experiment of a Full-Scale Four-Story Steel Building
T. Tuan-Nam,K. Kasai. (2012).
Review of buckling restrained brace design and behaviour
A.S. Jones,C-L Lee,G.A. MacRae,G.C. Clifton. (2014).
Advances in design requirements for Buckling Restrained Braced frames
K.S. Robinson. (2014).
Connections in Steel Structures IV
. ().
The Design of Structures for the Mining Industry, Part 3: Conveyances
. ().
European I beams
. ().
Spreadsheets for Structural Engineering
. ().
Economy in Steel - A Practical Guide
. ().
Recommended Guidelines for Upgrading Existing Towers
M.H. Magued, M. Bruneau, R.B. Dryburgh. (1989).
Evolution of Design Standards and Recorded Failures of Guyed Towers in Canada
M.H. Magued, M. Bruneau, R.B. Dryburgh. (1989).
Ultimate Behavior of Heavy Steel Section Welded Splices and Design Implications
M. Bruneau, S.A. Mahin. (1990).
Full Scale Tests of Butt Welded Splices in Heavy Rolled Steel Sections Subjected to Primary Tensile Stresses
M. Bruneau, S.A. Mahin. (1991).
Required Properties of High-Performance Steels
T.V. Galambos, J.F. Hajjar, C.J. Earls, J.L. Gross. (1997).
Short Span Steel Structures
P. Svadbik, J. Strasky. (1998).
Inelastic Behavior of Multistory Partially Restrained Steel Frames - Part II
C. Foley, S. Vinnakota. (1999).
Inelastic Behavior of Multistory Partially Restrained Steel Frames - Part I
C. Foley, S. Vinnakota. (1999).
Reports of the Federal Building and Fire Investigation of the World Trade Center Disaster
. (1999).