Ultimate capacity of battened columns composed of four equal slender angles

Comments on calculation of temperature in fire-exposed bare steel structures in prEN 1993-1-2: Eurocode 3—design of steel structures—Part 1–2: general rules—structural fire design

Ulf Wickström · Fire Safety Journal · 2004 · 971 citations

Engineering, Civil Engineering, Fire Protection Engineering +16

Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stresses

Benjamin W. Schafer, Teoman Peköz · Journal of Constructional Steel Research · 1998 · 880 citations · Full text

Engineering, Materials Engineering, Materials Science +17

Buckling mode decomposition of single-branched open cross-section members via finite strip method: Derivation

Sándor Ádány, B.W. Schafer · Thin-Walled Structures · 2006 · 136 citations

Engineering, Mechanical Engineering, Computational Structural Analysis +11

Design of Angle Columns with Locally Unstable Legs

Kim J.R. Rasmussen · Journal of Structural Engineering · 2005 · 77 citations

Engineering, Mechanical Engineering, Mechanical Behavior Of Materials +16

Distortional Buckling of Cold-Formed Stainless Steel Sections: Finite-Element Modeling and Design

Maura Lecce, Kim J.R. Rasmussen · Journal of Structural Engineering · 2006 · 74 citations

Engineering, Materials Engineering, Materials Science +16