Indexed by：
Abstract：
This paper investigates the punching strength of reinforced concrete circular slab subjected to uniform load. Fourteen specimens are tested in which eleven slabs failed due to punching shear. A punching failure pattern is given and a prediction equation is derived based on the punching failure pattern and theory of plasticity. The proposed equation has been verified by the experimental results.
Keyword：
Reprint 's Address：
Email：
Version：
Source ：
Journal of Building Structures
ISSN： 1000-6869
CN： 11-1931/TU
Year： 1985
Issue： 6
Volume： 6
Page： 14-23
Cited Count：
SCOPUS Cited Count：
ESI Highly Cited Papers on the List： 0 Unfold All
WanFang Cited Count：
Chinese Cited Count：
30 Days PV： 1
Affiliated Colleges：
