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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 19 Abstracts search results
Document:
SP24
Date:
January 1, 1970
Author(s):
Editor: Richard N. White
Publication:
Symposium Papers
Volume:
24
Abstract:
SP24 This comprehensive volume containing 17 papers deals with all aspects of modeling concrete structures with emphasis placed on modeling the true, inelastic behavior of concrete structures and concluding with an annotated bibliography, "Models for Concrete Structures" is an excellent reference book.
DOI:
10.14359/14077
SP24-10
J. Ferry Borges and Jervis Pereira
The use of model for studying the dynamic behavior of concrete structures is described. Particular reference is made to the use of random vibrations for simulating earthquake loads. Instances of applications in dams, piers, tanks and buildings are presented.
10.14359/17591
SP24-11
William A. Litle, Frank J. Forcier, and P. Harvey Griggs
A previous study of the buckling of a cylindrical shell roof is noted wherein plastic models did not reproduce well the buckling behavior of reinfroced mortar shells. In this paper the results of tests on four spherical domes, two made of plastic and two of reinforced mortar, are presented.
10.14359/17592
SP24-12
Richard C. Elstner
Describing how the use of small scale elastic test models having dimensions compatable with slab tests at the University of Illinois and the Portland Cement Association has facilitated the study of the more complicated structural systems, particularly the beamless slab system.
10.14359/17593
SP24-13
D.W. Lee and John Breen
Five drilled shaft pier models, each having two anchor bolts, were tested to verify scale effects in a combined achorage stress condition. A geometic scale factor of 8 was adopted as a practical minimum. The failure patterns and general behavior were very simliar to those of well-documented full size protoype specimens. It was concluded that reduced scale models could be effectively used in anchorage studies invovling complex combined stress conditions if several full size specimens are also tested.
10.14359/17594
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