Top-lateral Bracing Systems for Trapezoidal Steel Box-girder Bridges
Author | : Brian S. Chen |
Publisher | : |
Total Pages | : 128 |
Release | : 2003 |
Genre | : Box girder bridges |
ISBN | : |
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Author | : Brian S. Chen |
Publisher | : |
Total Pages | : 128 |
Release | : 2003 |
Genre | : Box girder bridges |
ISBN | : |
Author | : |
Publisher | : Thomas Telford Publishing |
Total Pages | : 328 |
Release | : 1973 |
Genre | : Technology & Engineering |
ISBN | : |
Author | : |
Publisher | : |
Total Pages | : 58 |
Release | : 2005 |
Genre | : Box girder bridges |
ISBN | : |
In steel trapezoidal box girder bridge systems, the U-shaped steel girder is designed to act compositely with the concrete deck to form a closed box for live loading. During the construction stage, however, the behavior is not well understood. The usual practice of assuming the system to be non-composite during construction requires substantial top flange bracing to form a quasi-closed box section. Composite box girders with live loading, and girders during construction, have to be evaluated during the design of curved steel trapezoidal box girder bridges. Considering both cases, the design for construction loading is the least understood and is the most important. Stresses due to construction loading can reach up to 60-70 percent of the total design stress for a given cross section. A three-phase study was undertaken to investigate the behavior of curved trapezoidal box girders during construction.
Author | : Hyun-Moo Koh |
Publisher | : CRC Press |
Total Pages | : 780 |
Release | : 2008-06-26 |
Genre | : Technology & Engineering |
ISBN | : 1439828431 |
Collection of 550 revised, state-of-the art contributions on most recent advances in bridge maintenance, safety, management and life-cycle performance from leading experts in this area.
Author | : FrantiĊĦek Wald |
Publisher | : CRC Press |
Total Pages | : 1373 |
Release | : 2019-08-30 |
Genre | : Technology & Engineering |
ISBN | : 1000752240 |
For more than forty years the series of International Colloquia on Stability and Ductility of Steel Structures has been supported by the Structural Stability Research Council (SSRC). Its objective is to present the latest results in theoretical, numerical and experimental research in the area of stability and ductility of steel and steel-concrete composite structures. In Stability and Ductility of Steel Structures 2019, the focus is on new concepts and procedures concerning the analysis and design of steel structures and on the background, development and application of rules and recommendations either appearing in recently published Codes or Specifications and in emerging versions, all in anticipation of the new edition of Eurocodes. The series of International Colloquia on Stability and Ductility of Steel Structures started in Paris in 1972, the last five being held in: Timisoara, Romania (1999), Budapest, Hungary (2002), Lisbon, Portugal (2006), Rio de Janeiro, Brazil (2010) and Timisoara, Romania (2016). The 2019 edition of SDSS is organized by the Czech Technical University in Prague.
Author | : Matthew Alex Memberg |
Publisher | : |
Total Pages | : 124 |
Release | : 2002 |
Genre | : Box beams |
ISBN | : |
Author | : United States. Public Roads Bureau |
Publisher | : |
Total Pages | : 256 |
Release | : 1970 |
Genre | : Bridges |
ISBN | : |
Author | : United States. Federal Highway Administration |
Publisher | : |
Total Pages | : 256 |
Release | : 1979 |
Genre | : Bridges |
ISBN | : |
Author | : Structural Stability Research Council. Technical Session |
Publisher | : |
Total Pages | : 714 |
Release | : 2003 |
Genre | : Structural stability |
ISBN | : |