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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
Date:
January 1, 1969
Author(s):
Editor: Shu-t'ien Li
Publication:
Symposium Papers
Volume:
23
Abstract:
SP23 Commemorates the first century of pioneering progress in reinforced concrete bridge design and will serve to accelerate advancement into the second century. The symposium volume contains 45 papers authored by over 64 eminent exponents on concrete bridge design from all over the world, Ciassified into 13 distinct groups, the areas covered are general and esthetic, concrete slab decks, load distribution in multibeam and box-girder concrete bridges, skew and curved bridges, analysis of concrete box-girder bridges, dynamic response and seismic design, high-strength reinforcement and crack control, ultimate strength and limit design, design and construction of prestressed concrete bridges, precast concrete bridges, long-span concrete bridges, and substructures.
DOI:
10.14359/14076
SP23-06
Joseph Zederbaum
A systematic approach to the evaluation of all factors influencing the longitudinal movement of a concrete bridge system, with special reference to deck contraction is presented.
10.14359/17229
SP23-05
L.K. Stevens and K.B. Gosbell
The deck of a tunnel under an airport runway is subjected to large concentrated loads, which make it imperative that design methods be checked experiementally to verify distribution of loads, stresses and deflections.
10.14359/17228
SP23-04
F.P. Drew and G.F. Leyh
This paper outlines the advantages of through-voided box beam construction and describes the development and research which led to their first use on a railroad project.
10.14359/17227
SP23-03
A. Coull and K.S. Rao
The object of this paper is to describe the use of the line-solution technique for the general analysis of complex bridge decks, which may be right, skew, or curved in plan.
10.14359/17226
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