00378776

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http://onlinepubs.trb.org.../trr/1983/903/903-004a.pdf

https://scholar.google.co...wzin&publication_year=1983

Deep cantilever specimens representing cantilevered bridge piers were tested for the purpose of studying their structural behavior. It has been established that the strength of the tested specimens is substantially superior to the strength predicted by conventional analysis. A new design method has been proposed for longitudinal reinforcement based on principles of static equilibrium with parameters derived from testing. The shear strength of specimens was substantially greater than was anticipated from the design. An example is provided to demonstrate the proposed design method, which provides a substantial reduction in the longitudinal reinforcement of bridge pier cantilevers. (Author)

Publication of this paper spDistribution, 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 onsored by Committee on Concrete Bridges.

01418812

pp 27-35

1983

Transportation Research Record

62nd Annual Meeting of the Transportation Research Board

0309035171

Print

Figures (11) ; References (7) ; Tables (4)

Bridge piers; Cantilevers; Design methods; Equilibrium (Mechanics); Longitudinal reinforcement; Shear strength; Testing

Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls

TRIS, TRB

Nov 30 1983 12:00AM

• ABNORMAL ROTATIONS OF SKEWED AND CURVED BRIDGES
• BEHAVIOR OF ABUTMENT PILES IN AN INTEGRAL ABUTMENT IN RESPONSE TO BRIDGE MOVEMENTS
• CALTRANS PRESTRESSED CONCRETE PIPE CULVERT RESEARCH: DESIGN SUMMARY AND IMPLEMENTATION
• COMPUTER MODELING OF THE CROSS CANYON CULVERT
• Effect of Heavy Loads on Buried Corrugated Polyethylene Pipe
• EFFECTIVE COEFFICIENT OF FRICTION OF STEEL BRIDGE BEARINGS
• FIELD TESTING OF THE FREMONT BRIDGE
• FULL-DEPTH MODULAR PRECAST, PRESTRESSED BRIDGE DECKS
• LOAD FACTOR DESIGN APPLIED TO TRUSS MEMBERS IN DESIGN OF GREATER NEW ORLEANS BRIDGE NO. 2
• OBSERVATIONS OF HIGHWAY BRIDGE MOVEMENTS AND THEIR EFFECTS ON JOINTS AND BEARINGS
• PERFORMANCE OF FULL-SPAN PANEL-FORM BRIDGES UNDER REPETITIVE LOADING
• Seismic Design of Curved Box Girders
• SKEWED BRIDGES WITH INTEGRAL ABUTMENTS
• STUDY OF CRACKING OF COMPOSITE DECK BRIDGE ON I-75 OVER PEACE RIVER
• TEST TO FAILURE OF THE HANNACROIX CREEK BRIDGE