Contents
Click on a title to obtain the abstract of the article.
Structural Engineering International has been available online since June 30, 2002, presenting its technical articles in full length (starting with issue SEI 1/2002, February 2002 ). If you would like to know more about the 'SEI Online' service click here.
Structures in Germany
Structures in Germany: An Introduction
H. Svensson, Germany
The Hamburg Boomerang
A. Keil, M. Werwigk, Germany
The High-Rise Ensemble at Münchner Tor in MunichW. Sobek, T. Winterstetter, M. Duder, S. Hagenmayer, Germany
Office Building Junghof - Visible Steel for a Fire Safe Structure
J.Lange, K.Ewald, Germany
Realisation of the High Speed Rail Project Nuremberg Ingoldstadt - Special Aspects of Design and Construction
H.-W- Dorgarten, E.Erdem, Germany
Stress-Ribbon Roof Structures of the New Stuttgart Trade Fair Exhibition Halls
G.Ludescher, F.Braun, U.Bachmann, Germany
New Developments in Road Bridge Construction in Germany
J. Naumann, Germany
The second Strelasund Crossing - a modern Cable-Stayed Bridge in close vicinity to the World Cultural Heritage of Straslund, Germany
K. Kleinhanss, R.Saul, Germany
Wupper River Valley Bridge: A State-of-the-Art Composite Bridge
G. A. Marzahn, M. Hamme, W. Prehn, J. Swadlo, Germany
New Neckar Bridge Mannheim, German Federal Expressway A6
M. Osieja, Germany
Recent Structures
Atrium of the Hotel Hesperia Tower, Barcelona, Spain
C. Teixidor, Spain
Hotel Hesperia's Glazed Dome, Barcelona, Spain
C. Teixidor, Spain
Reports
Saw-Tooth Connectors for the International Exhibition and Documentation Center: Topography of Terror, Berlin
C. Dehlinger, Germany
The Fire Resistance of Concrete Structures of a Typical LNG-Tank
J. Roetzer, D. Salvatore, Germany
Static and Aero-dynamic Studies on Cable Stayed Bridges using Steel Pipe- Girders
S. Nakamura, Japan
Evaluation of Fatigue Category of Riveted Steel Bridge Connections
E. B. Matar, Egypt
Step by Step Post-Tensioning: Influence of the Friction Losses
M. Lenzi, F. Zoli, Italy
Science and Technology
Design Method for Connections by Adherence for Steel-Concrete Composite Bridges
M. Thomann, J.-P. Lebet, Switzerland