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


Document: 

SP24-10

Date: 

January 1, 1970

Author(s):

J. Ferry Borges and Jervis Pereira

Publication:

Symposium Papers

Volume:

24

Abstract:

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.

DOI:

10.14359/17591


Document: 

SP24-11

Date: 

January 1, 1970

Author(s):

William A. Litle, Frank J. Forcier, and P. Harvey Griggs

Publication:

Symposium Papers

Volume:

24

Abstract:

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.

DOI:

10.14359/17592


Document: 

SP24-12

Date: 

January 1, 1970

Author(s):

Richard C. Elstner

Publication:

Symposium Papers

Volume:

24

Abstract:

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.

DOI:

10.14359/17593


Document: 

SP24-13

Date: 

January 1, 1970

Author(s):

D.W. Lee and John Breen

Publication:

Symposium Papers

Volume:

24

Abstract:

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.

DOI:

10.14359/17594


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