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  • 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.

International Concrete Abstracts Portal

Showing 1-5 of 40 Abstracts search results

Document: 

SP42-25

Date: 

January 1, 1974

Author(s):

M. Yamada, H. Kawamura, and K. Katagihara

Publication:

Symposium Papers

Volume:

42

Abstract:

The resistance, deformation and fracture mechanics of reinforced concrete shear walls with openings are investigated experimentally as well as analytically, not only in elastic but also in cracked, ultimate and even post-ultimate states.

DOI:

10.14359/17301


Document: 

SP42-26

Date: 

January 1, 1974

Author(s):

T. Paulay and J.R. Binney

Publication:

Symposium Papers

Volume:

42

Abstract:

A study of coventially reinforced coupling beams, containing horizontal flexural reinforcement and vertical stirrups for shear resistance, revealed that failure after high intensity reveresed cyclic loading is in the form of sliding shear.

DOI:

10.14359/17302


Document: 

SP42-29

Date: 

January 1, 1974

Author(s):

M.E. Criswell and N.W. Hawkins

Publication:

Symposium Papers

Volume:

42

Abstract:

A summary is made of methods of analysis and theories for predicting the shear strength of slabs when there is no shear reinforcement or moment transfer in the region of the concentrated load.

DOI:

10.14359/17305


Document: 

SP42-07

Date: 

January 1, 1974

Author(s):

J. Ruhnau

Publication:

Symposium Papers

Volume:

42

Abstract:

Usually the stirrup stresses of test beams are measured during initial loading. The validity of this stress-load relation is discussed in regard to design criteria of web reinforcement, inclined crack width control, and fatigue strength of web reinforcement.

DOI:

10.14359/17283


Document: 

SP42-31

Date: 

January 1, 1974

Author(s):

M.E. Criswell

Publication:

Symposium Papers

Volume:

42

Abstract:

The principal results from two testing programs, one including eight statically-loaded and eleven dynamically-loaded full scale isolated slab-column connections and the other including tests of two one-quarter scale nice panel slab models, are presented along with observations concerning the failure modes and strengths of connection models and slab systems as limited by their response in shear. Difficulties in classifying the failure of slab column connections into a shear or flexural failure mode and in providing adequate ductility in these regions are discussed.

DOI:

10.14359/17307


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