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Home > Publications > International Concrete Abstracts Portal
Showing 1-5 of 40 Abstracts search results
Document:
SP42-37
Date:
January 1, 1974
Author(s):
P.E. Regan
Publication:
Symposium Papers
Volume:
42
Abstract:
This paper explains the punching shear provisions of the new British Code CP110 and compares themn and their counterparts in ACI 318-71 with test data.
DOI:
10.14359/17313
SP42-38
A. Ghali, M.A. Sargious, and A. Huizer
Paper presents results of a series of tests to develop an effective method of strengthening flat plates at their connection with columns. Prestressing in a direction normal to the slab surface is shown to provide substantial increase in both strength and ductility.
10.14359/17314
SP42-39
A.E. Long and D.M. Masterson
A series of 12 tests was performed on reinforced concrete flat slab models of 1/6 scale to determine their ultimate punching strength under combined shear and transfer of moment loading.
10.14359/17315
SP42-31
M.E. Criswell
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.
10.14359/17307
SP42-32
D. M. Masterson and A.E. Long
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.
10.14359/17308
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