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Structural Challenges in the Design of Three Pedestrian Bridges
This paper describes design aspects of three pedestrian bridges that were recently completed: the main bridge of the San Ysidro East/West Pedestrian Bridge in San Diego, CA, the Blossom Hill Pedestrian Grade Separation Bridge in San Jose, CA, and the Montlake Bicycle/Pedestrian Bridge in Seattle, WA. The 806’-6”-long main bridge of the San Ysidro East/West Pedestrian Bridge over I-5 freeway consists of a cast-in-place prestressed concrete box girder superstructure supported by highly skewed pier walls with pile foundation. The 314’-6”-long Blossom Hill Pedestrian Bridge across the SR 82/UPPR Corridor is a two span continuous structural steel tube truss bridge with an overall structure depth of 12’-0”. The 427-foot-long Montlake Triangle Pedestrian (MTP) Bridge structure spans Montlake Boulevard near the University of Washington campus. The MTP Bridge is one of the first applications of a highly curved post-tensioning concrete structure in the United States. All of these pedestrian bridges were designed by AECOM. The specific structural challenges in design for these structures will be discussed herein.
Structural Challenges in the Design of Three Pedestrian Bridges
This paper describes design aspects of three pedestrian bridges that were recently completed: the main bridge of the San Ysidro East/West Pedestrian Bridge in San Diego, CA, the Blossom Hill Pedestrian Grade Separation Bridge in San Jose, CA, and the Montlake Bicycle/Pedestrian Bridge in Seattle, WA. The 806’-6”-long main bridge of the San Ysidro East/West Pedestrian Bridge over I-5 freeway consists of a cast-in-place prestressed concrete box girder superstructure supported by highly skewed pier walls with pile foundation. The 314’-6”-long Blossom Hill Pedestrian Bridge across the SR 82/UPPR Corridor is a two span continuous structural steel tube truss bridge with an overall structure depth of 12’-0”. The 427-foot-long Montlake Triangle Pedestrian (MTP) Bridge structure spans Montlake Boulevard near the University of Washington campus. The MTP Bridge is one of the first applications of a highly curved post-tensioning concrete structure in the United States. All of these pedestrian bridges were designed by AECOM. The specific structural challenges in design for these structures will be discussed herein.
Structural Challenges in the Design of Three Pedestrian Bridges
Lee, Hohsing (Autor:in)
Structures Congress 2017 ; 2017 ; Denver, Colorado
Structures Congress 2017 ; 98-107
04.04.2017
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Structural Challenges in the Design of Three Pedestrian Bridges
British Library Conference Proceedings | 2017
|TIBKAT | 2020
|Springer Verlag | 2019
|Design criteria for pedestrian bridges
Engineering Index Backfile | 1967
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