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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
Date:
January 1, 1969
Author(s):
Editor: J. Anthony Vilar / Sponsored by: ACI-BRI
Publication:
Symposium Papers
Volume:
22
Abstract:
SP22 Compiled under the dual sponsorship of ACI and the Building Research Institute, SP-22 covers research, design, and practical applications. Among fasteners discussed are those for precast wall panels, composite construction, precast prestressed members, and anchorage to concrete foundations. Coverage includes rock bolts, powder actuated fasteners, stud shear connectors, anchor bolts grouted in drilled holes, and anchorages set in place before concrete is cast.
DOI:
10.14359/14075
SP22-04
J.E. Francis
Performance characteristics of powder driven fastners installed in hardened concrete ranging in age from 30 ywars to 30 days indicate that failure in both shear and tension is apparently the direct results of frequent misapplication.
10.14359/17553
SP22-09
Thomas A. Hanson
The major types of connection for prescast-prestressed concrete are described briefly.
10.14359/17558
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
SP22-06
Rayomnd Perreault
In selecting the best anchoring device for the steel rails of the Montreal subway system a number of critical factors were considered, including resistance to the pulling force, resistance to displacement, early strength, stability, ease of installation, cost and adaptability to the project.
10.14359/17555
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