
Research and Applications in Structural Engineering, Mechanics and Computation – Zingoni (Ed.)
© 2013 Taylor & Francis Group, London, ISBN 978-1-138-00061-2
Stabilization of members with I-sections against flexural torsional buckling
R. Stroetmann
Technische Universität Dresden, Institute of Steel and Timber Construction, Germany
ABSTRACT: The following paper addresses the structural behavior of continuously restrained beams and
beam-columns concerning flexural torsional buckling and second order effects. Approximate solutions for
calculations in practice are developed using the energy method.
1 INTRODUCTION
Stabilizing effects of adjacent structural ...