Effect of cross-sectional rigidity on intermediate diaphragm spacing of steel-box girder bridges

2022 ◽  
Vol 188 ◽  
pp. 107006
Author(s):  
Jeonghwa Lee ◽  
Seungjun Kim ◽  
Young Jong Kang
Keyword(s):  
Box Girder Bridges ◽  
Cross Sectional ◽  
Box Girder ◽  
Girder Bridges ◽  
Steel Box Girder

Discussion of “Proposed Specifications for Steel Box Girder Bridges”

1981 ◽  
Vol 107 (12) ◽  
pp. 2457-2458
Author(s):  
Charles Seim ◽  
Steve Thoman
Keyword(s):  
Box Girder Bridges ◽  
Box Girder ◽  
Girder Bridges ◽  
Steel Box Girder

Discussion of “Trends in the Design of Steel Box Girder Bridges”

1968 ◽  
Vol 94 (1) ◽  
pp. 355-356
Author(s):  
Robert H. Scanlan ◽  
Ali Sabzevari
Keyword(s):  
Box Girder Bridges ◽  
Box Girder ◽  
Girder Bridges ◽  
Steel Box Girder

Curved steel box-girder bridges at construction phase

2002 ◽  
pp. 807-814 ◽  
Author(s):  
G.C.M. Lee ◽  
K.M. Sennah ◽  
J.B. Kennedy
Keyword(s):  
Box Girder Bridges ◽  
Box Girder ◽  
Girder Bridges ◽  
Steel Box Girder ◽  
Curved Steel

Preliminary design of precast, segmental box-girder bridges using optimization

1979 ◽  
Vol 6 (1) ◽  
pp. 120-128
Author(s):  
Craig J. Miller ◽  
Juarez Accioly
Keyword(s):  
Minimum Cost ◽  
Preliminary Design ◽  
Box Girder Bridges ◽  
Cross Sectional ◽  
Box Girder ◽  
Prestressing Steel ◽  
Girder Bridges ◽  
Starting Point ◽  
Final Design ◽  
The Cost

Precast, prestressed segmental box-girder bridges are now accepted as an economical alternative for spans over 150 ft (46 m). Decisions about cross-sectional dimensions made during preliminary design can have a substantial influence on the final cost of the bridge. To help the designer obtain an economical starting point for a final design, a program was written to determine section dimensions and midspan and pier prestressing steel areas to give minimum cost. Since a preliminary design is obtained, the analysis techniques and design criteria have been simplified to reduce computation. The design produced by the program will satisfy AASHTO specification requirements and the recommendations of the PCI Bridge Committee. The optimization algorithm used is the generalized reduced gradient technique. To demonstrate the program capabilities, three example problems are discussed. The results indicate that optimum span-depth ratios are approximately 24 for the cost ratios used. The cost of the optimum design does not seem to be too sensitive to the ratio of concrete cost to prestressing steel cost.

Discussion of “Strength of Steel Box-Girder Bridges”

1976 ◽  
Vol 102 (6) ◽  
pp. 1279-1282
Author(s):  
Kevin R. Moffatt
Keyword(s):  
Box Girder Bridges ◽  
Box Girder ◽  
Girder Bridges ◽  
Steel Box Girder

A study on thermal behaviour of curved steel box girder bridges considering solar radiation

2009 ◽  
Vol 9 (3) ◽  
pp. 59-76 ◽  
Author(s):  
S.-H. Kim ◽  
K.-I. Cho ◽  
J.-H. Won ◽  
J.-H. Kim
Keyword(s):  
Solar Radiation ◽  
Thermal Behaviour ◽  
Box Girder Bridges ◽  
Box Girder ◽  
Girder Bridges ◽  
Steel Box Girder ◽  
Curved Steel
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