Interim report on Newcastle earthquake

Behavior of cold-formed steel built-up sections with intermediate stiffeners under bending. II: Para

Behavior of cold-formed steel built-up sections with intermediate stiffeners under bending. I: Tests

Interim report. Design of portal frames to Eurocode 3: an overview for UK designers

Intermediate transverse stiffeners in plate girders

Buckling and post buckling of thin-walled composite columns with intermediate-stiffened open cross-s

From the shipyard to the backyard [steel containers - intermodal steel building units (ISBU)]

Shining through. A recent renovation project in Dresden, Germany sheds new light on the interior of

Interactive buckling and post-buckling behaviour of intermediately stiffened flanges in compression

Design of cold-formed steel built-up closed sections with intermediate stiffeners