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Title: REDUNDANCY IN HIGHWAY BRIDGE SUPERSTRUCTURES
Accession Number: 00711738
Record Type: Component
Availability: Find a library where document is available Abstract: A framework for considering redundancy in the design and load capacity evaluation of highway bridge superstructures is proposed. Redundancy is defined in terms of the capacity of the bridge system to resist failure at high loads and to resist system serviceability distress compared with its capacity to resist first member failure. The consequences of damage of one member to the overall system capacity is also checked. The proposed framework consists of tables of load modifiers that can be used to assess the redundancy level of typical bridge configurations. The load modifiers are used during the design process to require that members of less redundant configurations be more conservatively designed than is allowed by current standards. On the other hand, highly redundant designs are rewarded by permitting less conservative member designs. For bridges with nontypical configurations that are not covered by the tables, a direct analysis approach is recommended. General guidelines explaining how to perform such an analysis are provided. These include the loads that should be applied, the limit states that should be checked for both intact and damaged conditions, and the target load factors that the bridge should sustain before these limit states are violated. System factors that provide a measure of the system's redundancy can be calculated from the results of the incremental analysis. The load modifiers obtained from the tables and the system factors obtained from the incremental analysis can be used for the design of new bridges or they can be used to calculate rating factors for the evaluation of existing bridges. Thus, bridges with lower levels of redundancy must have their member capacities increased or they will have lower ratings. An example illustrating the proposed procedures is provided.
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: Ghosn, MMoses, FPagination: p. 338-348
Publication Date: 1995
Conference:
Fourth International Bridge Engineering Conference
Location:
San Francisco, California ISBN: 0309061091
Features: Figures
(3)
; References
(5)
; Tables
(4)
TRT Terms: Old TRIS Terms: Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls
Files: TRIS, TRB
Created Date: Sep 6 1995 12:00AM
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