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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:
SP23-03
Date:
January 1, 1969
Author(s):
A. Coull and K.S. Rao
Publication:
Symposium Papers
Volume:
23
Abstract:
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.
DOI:
10.14359/17226
SP23-44
Toshiro Fukuyama
Since the superstructure and foundation of a bridge work together in resisting external forces, a more accurate understanding of the properties of the whole structure should be achieved by analyzing superstructure and foundation together rather than separately. A method is developed with assumes that the ground is elastic and treats the foundation as springs located in supporting points of the superstructure.
10.14359/17267
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
SP23-12
David H.H. Tung
A method is presented for the torsional analysis of single, thin-walled, trapezodial or rectangular concrete box-girder bridges which are symmetrical about the vertical axis of the cross-sections.
10.14359/17235
SP23-07
Ricardo P. Pama and Anthony R. Cusens
A method based on orthotropic plate theory is presented to determine the distribution of lateral loads in multibeam concrete bridges that have low transverse flexural rigidity or are torsionally stiff, and thus are outside the range of the Guyon-Massonnet approach.The deflection, bending and torsional moments, shearing and reactice forces are expressed as functions of dimensionless distribution coefficients.
10.14359/17230
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