Two new types of bridges: under-deck cable-stayed bridges and combined cable-stayed bridges — the state of the art

At least 20 cable-stayed bridges have been built over the last 30 years that cannot be classified under existing typologies for cable-stayed bridges. These structures represent two new types of cable-stayed bridges that we herein define as "under-deck cable-stayed bridges" and "combined cable-stayed bridges." The evolution of these new bridge types is explored through consideration of the different proposals and structures that have been built throughout this period, pointing out the innovations made in each of them. In this paper we propose a new classification system for bridges prestressed by means of tendons into which these two new bridge types will fit. Studies that have been made of these structural types are also highlighted. On the basis of the aforementioned, we describe the state-of-the-art for these structural types, compiling and cataloguing information, documents, and knowledge that were previously highly dispersed. Lastly, we make a critical analysis of the current situation and draw some k...

[1]  Masao Saitoh,et al.  The role of string in hybrid string structure , 1999 .

[2]  Aurelio Muttoni,et al.  Underspanned Bridge Structures in Reactive Powder Concrete (RPC) , 2002 .

[3]  J Schlaich,et al.  Steg über die Autobahn bei Kirchheim/Teck. , 1994 .

[4]  Masatsugu Nagai,et al.  Structural Characteristics of a Cable-Trussed Bridge , 2001 .

[5]  Jiri Strasky,et al.  Stress Ribbon and Cable-supported Pedestrian Bridges , 2005 .

[6]  Mike Schlaich,et al.  The Glacis Bridge in Ingolstadt, Germany – Design and Construction , 2001 .

[7]  Jörg Schlaich,et al.  The Art of Structural Engineering: The Work of Jörg Schlaich and his Team (Holgate, A.) , 1998 .

[8]  Aurelio Muttoni Brücken mit einem innovativen statischen System , 1997 .

[9]  Armand Fürst,et al.  Versuche an Trägern mit Unterspannung aus vorfabrizierten, vorgespannten Betonzuggliedern , 1999 .

[10]  Yasumitsu Watanabe Miho Museum Bridge, Shigaraki, Japan , 2002 .

[11]  Ana M. Ruiz-Teran,et al.  Structural behaviour and design criteria of under-deck cable-stayed bridges and combined cable-stayed bridges. Part 2: Multispan bridges. , 2008 .

[12]  Thiru Aravinthan,et al.  Flexural Behavior of Two-Span Continuous Prestressed Concrete Girders with Highly Eccentric External Tendons , 2005 .

[13]  Jörg Schlaich Cable-stayed bridges with special features , 1999 .

[14]  Aurelio Muttoni Brücken mit vorgespannter Stahlunterspannung , 2002 .

[15]  Yozo Fujino,et al.  Design and Construction of a Cable-Trussed Girder Bridge , 2000 .

[16]  Jun Yamazaki,et al.  Study of a new structural type for prestressed concrete bridges , 1998 .

[17]  M. Ito,et al.  Function and development of pedestrian bridges in Japan , 2002 .

[18]  T. Y. Lin,et al.  CONSTRUCTION OF RIO COLORADO BRIDGE , 1973 .

[19]  Angel C. Aparicio,et al.  Parameters governing the response of under-deck cable-stayed bridges , 2007 .

[20]  Christian Menn,et al.  Externally Prestressed Concrete Slab Bridges: Model Test Results , 1990 .

[21]  David P. Billington,et al.  CASE STUDY OF BRIDGE DESIGN COMPETITION , 1998 .