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Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Showing 1-5 of 46 Abstracts search results
Document:
SP23-31
Date:
January 1, 1969
Author(s):
Krishan G. Bassi, Watone L. Lin and Brian S. Richardson
Publication:
Symposium Papers
Volume:
23
Abstract:
Continuous post-tensioned torsionally stiff concrete bridges are very suitable for multilevel highway interchanges.
DOI:
10.14359/17254
SP23-32
Paul W. Abeles, Furman W. Barton, and Earl I. Brown, II
Basic considerations relating to design principles for prestressed concrete bridge members subjected to fatigue loading are presented, with special reference to the existing literature on the subject.
10.14359/17255
SP23-33
A. Rosli
When a modern highway bridge, only five years old and 127 ft. long, was to be torn down to make way for a new express highway, the opportunity was taken to conduct on this structure extensive fatigue tests and a final static test up to failure and to investigate the propertites of the construction materials.
10.14359/17256
SP23-34
Arvid Grant and John H. Clark
The Cascade Orchards Bridge is a continuous partially prestressed rigid fram concrete bridge constructed from cast-in-place concrete box girders and precast prestressed concrete girders field post-tensioned for structural continuity. A description of the structure, design criteria, and measurement results about the in-service performance of this bridge.
10.14359/17257
SP23-35
Joseph D. Marks and Oswin Keifer, Jr.
Six typical, simple-span, post-tensioned concrete girders of the Power Structures Intake Bridge at Oahe Dam, Pierre, South Dakota, were instrumented for study of prestress losses.
10.14359/17258
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