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International Concrete Abstracts Portal

Showing 1-5 of 14 Abstracts search results

Document: 

SP22-02

Date: 

January 1, 1969

Author(s):

E. George Stern

Publication:

Symposium Papers

Volume:

22

Abstract:

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.

DOI:

10.14359/17551


Document: 

SP22-01

Date: 

January 1, 1969

Author(s):

Edward Cohen

Publication:

Symposium Papers

Volume:

22

Abstract:

Reliability, econonmy, and simplicity should be the criteria for selecting an achorage or connection detail. Each anchorage must be of adequate strength to perform its assigned task, must be the proper type for the application, and must be able to provide satisifactory service throughtout the life of the structure. . . Examples are presented to point up the difficulties, accomplishments and goals for proper anchoring of and to concrete.

DOI:

10.14359/17550


Document: 

SP22-06

Date: 

January 1, 1969

Author(s):

Rayomnd Perreault

Publication:

Symposium Papers

Volume:

22

Abstract:

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.

DOI:

10.14359/17555


Document: 

SP22-08

Date: 

January 1, 1969

Author(s):

Victor F. Leabu

Publication:

Symposium Papers

Volume:

22

Abstract:

This paper deals primarily with the important requirement that must be considered in the design and the selection of materials used for anchors, inserts, and connection assemblies for precast concrete wall panels. . .A list of suggested standards and good practice of design for precast concrete wall panel connections and inserts is included.

DOI:

10.14359/17557


Document: 

SP22-13

Date: 

January 1, 1969

Author(s):

John J. White

Publication:

Symposium Papers

Volume:

22

Abstract:

In this paper achorages of engineered structures to concrete and other foundations are treated as arrangements for exerting restraint through resistance to stresses in shear, tension, and compression.

DOI:

10.14359/17562


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