ENDURING STRENGTH: THE LONG-TERM EFFECTIVENESS OF POSTTENSIONING IN BRIDGES DEPENDS ON THE RESILIENCY OF THE TENDONS, AND VARIOUS FACTORS RELATED TO CONSTRUCTION AND MARINE ENVIRONMENTS COME INTO PLAY.
No abstract provided.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/oclc/10480594
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Supplemental Notes:
- CIVIL ENGINEERING. VOL. 73, NO. 9 (SEPT. 2003) P. 58-63.
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Corporate Authors:
Central Artery/Third Harbor Tunnel Project (Mass.)
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Authors:
- Poston, Randall W
- Frank, Karl H
- WEST, JEFFREY S
- Publication Date: 2003
Language
- English
Media Info
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Serial:
- Civil Engineering
- Publisher: American Society of Civil Engineers
- ISSN: 0885-7024
- Serial URL: http://www.pubs.asce.org/ceonline/newce/html
Subject/Index Terms
- TRT Terms: Bridges; Concrete construction; Continuous structures; Design; Maintenance; Posttensioning; Prestressed concrete
- Uncontrolled Terms: Continuous bridges
- Subject Areas: Bridges and other structures; Design; Maintenance and Preservation;
Filing Info
- Accession Number: 00951086
- Record Type: Publication
- Source Agency: UC Berkeley Transportation Library
- Files: TLIB
- Created Date: Oct 20 2003 12:00AM