International Concrete Abstracts Portal

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 40 Abstracts search results

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


Document: 

SP42-32

Date: 

January 1, 1974

Author(s):

D. M. Masterson and A.E. Long

Publication:

Symposium Papers

Volume:

42

Abstract:

A theoretical method of analysis which makes use of the relationship between the flexural and shear strength of slabs is presented for the prediction of the punching strength of flat slab structures at interior columns.

DOI:

10.14359/17308


Document: 

SP42-33

Date: 

January 1, 1974

Author(s):

D.H. Clyde and D. Carmichael

Publication:

Symposium Papers

Volume:

42

Abstract:

Strength design requires a capability for prediction of the failure load of slabs under concentrated transverse force.

DOI:

10.14359/17309


Document: 

SP42-34

Date: 

January 1, 1974

Author(s):

N.M. Hawkins

Publication:

Symposium Papers

Volume:

42

Abstract:

A review is made of available data concerning the shearing strength of slabs with shear reinforcement.

DOI:

10.14359/17310


Document: 

SP42-35

Date: 

January 1, 1974

Author(s):

N.M. Hawkins

Publication:

Symposium Papers

Volume:

42

Abstract:

A study is made of available data concerning the shearing strength of slab-column connections without shear reinforcement when moment transfer occurs between the slab and the column.

DOI:

10.14359/17311


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