Stability and ductility of steel structures Chapter headings: Foreword. Preface. State of the Art. Beams and Beam Columns. Steel and Composite Frames. Plates and Plated Structures. Shells. Connections. Bridge and Bridge Piers. Evaluation and Retrofit of Damaged Structures. Low Cycle Fatigue and Fracture. Author index. Keyword index The near field earthquake which struck the Hanshin Awaji area of Japan before dawn on January 17 1995 in addition to snatching away the lives of more than 6 000 people inflicted horrendous damage on the regions infrastructure including the transportation communication and lifeline supply network and of course on buildings too. A year earlier the San Fernando Valley area of California had been hit by another near field quake the Northridge Earthquake which dealt a similarly destructive blow to local infrastructures. Following these two disasters structural engineers and researchers around the world have been working vigorously to develop methods of design for the kind of structure that is capable of withstanding not only the far field tectonic earthquakes planned for hitherto but also the full impact of near field earthquake. Of the observed types of earthquake damage to steel structures there are some whose causes are well understood but many others continue to present us with unresolved problems. To overcome these it is now urgently necessary for specialists to come together and exchange information. The contents of this volume are selected from the Nagoya Colloquium proceedings will become an important part of the world literature on structural stability and ductility and will prove a driving force in the development of future stability and ductility related research and design