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Title: STRUCTURAL SAFETY OF PRESTRESSED CONCRETE AND COMPOSITE STEEL HIGHWAY BRIDGES
Accession Number: 00711724
Record Type: Component
Availability: Find a library where document is available Abstract: Traditionally, the safety evaluation of existing bridges and code calibration of newly developed structural design specifications for the ultimate limit states are usually based on the maximum factored design loads. The advantage of this approach is that it does not require detailed design computations. Past experience with prestressed concrete girder bridges indicates that the design of such bridges is governed by the allowable stresses requirement at release or under service load effects. Similarly, the design of composite steel beam bridges is generally controlled by overloading for compact sections and by the maximum stress criterion for noncompact sections. The reliability of bridges designed according to AASHTO's Load Factor Design code is evaluated on the basis of actual designs. Reliability is measured in terms of the reliability index for the ultimate flexural capacity limit state. The statistical data on strength are generated starting from statistics on material properties and using simulation methods. Statistical data on load components are compiled from the available literature. The scope of the study covers a wide range of precast sections and rolled beams, span lengths, and beam spacings.
Supplemental Notes: Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved
Monograph Title: Monograph Accession #: 00711666
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Tabsh, S WPagination: p. 188-198
Publication Date: 1995
Conference:
Fourth International Bridge Engineering Conference
Location:
San Francisco, California ISBN: 0309061091
Features: Figures
(10)
; References
(10)
; Tables
(3)
TRT Terms: Identifier Terms: Uncontrolled Terms: Subject Areas: Bridges and other structures; Design; Highways; Safety and Human Factors; I24: Design of Bridges and Retaining Walls
Files: TRIS, TRB
Created Date: Sep 6 1995 12:00AM
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