Flexural-Torsional Buckling of Structures provides an up-to-date, comprehensive treatment
of flexural-torsional buckling and demonstrates how to design against this mode of failure …

The fully revised fourth edition of this successful textbook fills a void which will arise when
British designers start using the European steel code EC3 instead of the current steel code …

The behaviour of steel structures and the criteria used in their design are set out in detail in
this book. The book bridges the gap between the methods of analysis and the sizing of …

The third edition of this successful textbook is concerned specifically with the design of steel
structures to the British Standard BS 5950. Thoroughly revised and updated in accordance …

A finite element method of analysis is developed for the inelastic distortional buckling of
determinate, hot-rolled I-beams. The method permits an economic computer analysis to be …

This paper describes the development of computer software capable of simulating the
structural response of steel-framed buildings in fire. The first part of the paper deals with the …

A semi-empirical model is developed for specifying the pattern of residual stresses in hot-
rolled universal I-sections manufactured in Europe and Australia. This model is used to …

I-section beams may be restrained continuously along one flange. Two common
applications of this are in composite tee-beams where buckling may occur in the hogging …

This paper is in the field of elastic flexural-torsional buckling of steel beam-columns of
bisymmetric narrow-flange and wide-flange I-section shape. Investigations are focused on …

An energy method of analysis is developed for studying the inelastic distortional buckling of
welded monosymmetric I-beams with slender webs. The method uses the Cambridge model …