Classification of I-section flexural members based on member ductility

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

Overall buckling behavior of 460MPa high strength steel columns: Experimental investigation and design method

Huiyong Ban, Gang Shi, Yongjiu Shi et al. · Journal of Constructional Steel Research · 2012 · 205 citations

Engineering, Civil Engineering, Materials Science +14

Rotation capacity of H-section members as determined by local buckling

BEN KATO · Journal of Constructional Steel Research · 1989 · 86 citations

Engineering, Civil Engineering, Mechanical Engineering +16

Available rotation capacity of wide-flange beams and beam-columns Part 1. Theoretical approaches

Victor Gioncu, Dana Petcu · Journal of Constructional Steel Research · 1997 · 82 citations

Engineering, Mechanical Engineering, Mechanical Design +11

Inelastic Local and Lateral Buckling in Design Codes

A. R. Kemp · Journal of Structural Engineering · 1996 · 72 citations

Engineering, Mechanical Engineering, Structural Analysis +16