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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 14 Abstracts search results
Document:
SP22-09
Date:
January 1, 1969
Author(s):
Thomas A. Hanson
Publication:
Symposium Papers
Volume:
22
Abstract:
The major types of connection for prescast-prestressed concrete are described briefly.
DOI:
10.14359/17558
SP22-12
James H. Scott
The fundamental aspects of anchor bolting are presented. Included are: use of anchor bolts to reinforce rock strata, as opposed to the passive support of artifical structures; importance of installed tension in the bolts; method of field testing the anchorage capacity of anchor bolts, and description of the various types of anchor bolts.
10.14359/17561
SP22-02
E. George Stern
Experiences based on storm damage during the past few years indicate that buildings can be erected without major increase in cost to withstand the ravages of storms, provided resistance to forces encountered during storms has been given careful consideration by the designer. . .Using a typical residental building as an example, design considerations and construction details are advanced which can help make a building storm-resistant in areas with either moderate or severe storm exposure.
10.14359/17551
SP22-11
Edward Schechter and Mario Suarez
Describes a new prestressing technology used to connect structures to their foundations. Also describes other methods of anchoring structures by post-tensioning. Several of the principal post-tensioning systems presently in use are illustrated. Examples are shown of a few outstanding structures where these systems and methods have been employed.
10.14359/17560
SP22-10
Peter Courtois
Based on the results of an instensive research program using a variety of anchors and inserts, the development of a general theory regarding the mode of insert failure is described.
10.14359/17559
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