TOLERABLE MOVEMENT CRITERIA FOR HIGHWAY BRIDGES. FINAL REPORT
This investigation included (a) a state-of-the-art assessment of tolerable bridge movements based on a literature review, an appraisal of existing design specifications and practice, the collection and analysis of field data on foundaiton movements, structural damage and the tolerance to movements for a large number of bridges (314) in the Unites States and Canada, and an appraisal of the reliability of the methods currently used for settlement prediction; (b) a series of analytical studies to evaluate the effect of different magnitudes and rates of differential movement on the potential level of distress produced in a wide variety of steel and concrete bridge structures of different span lengths and stiffnesses; and (c) the development of methodology for the design of bridges and their foundations that embodies a rational set of criteria for tolerable bridge movements. (Author)
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- Record URL:
- Record URL:
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Corporate Authors:
West Virginia University, Morgantown
Department of Civil and Environmental Engineering
Morgantown, WV United States 26506-6103Federal Highway Administration
Research, Development and Technology, 6300 Georgetown Pike
McLean, VA United States 22101 -
Authors:
- Moulton, L K
- GangaRao, H V S
- Halvorsen, G T
- Publication Date: 1985-10
Media Info
- Media Type: Digital/other
- Features: Figures; References; Tables;
- Pagination: 118 p.
Subject/Index Terms
- TRT Terms: Bridge foundations; Data analysis; Design; Forecasting; Highway bridges; Mathematical analysis; Reliability; Reviews; Settlement (Structures); State of the art studies
- Uncontrolled Terms: Design criteria
- Old TRIS Terms: Tolerable movement
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00453722
- Record Type: Publication
- Report/Paper Numbers: FHWA-RD-85-107, CES-8402, FCP 34H1-022
- Contract Numbers: DOT-FH-11-9440
- Files: NTL, TRIS, USDOT
- Created Date: Jul 31 1988 12:00AM