An efficient method for computation of effective length factor of columns in a steel gabled frame with tapered members

Static, dynamic and stability analysis of structures composed of tapered beams

D.L. Karabalis, D.E. Beskos · Computers & Structures · 1983 · 118 citations

Engineering, Civil Engineering, Structural Analysis +13

K‐Factor for Columns in any Type of Construction: Nonparadoxical Approach

J. Darío Aristizábal-Ochoa · Journal of Structural Engineering · 1994 · 63 citations

Engineering, Civil Engineering, Building Structures +14

A tapered Timoshenko–Euler beam element for analysis of steel portal frames

Guoqiang Li, Jinjun Li · Journal of Constructional Steel Research · 2002 · 54 citations

Engineering, Civil Engineering, Mechanical Engineering +12

Design of Tapered Members.

George C. Lee, M. L. Morrell, Robert L. Ketter · Defense Technical Information Center (DTIC) · 1971 · 47 citations

Engineering, Civil Engineering, Design +12

Efficient computation of buckling loads for plane steel frames with tapered members

N. Bazeos, Dimitris L. Karabalis · Engineering Structures · 2005 · 40 citations

Engineering, Civil Engineering, Computational Structural Analysis +15