Indexed by：
Abstract：
With the stress-strain relation of steel fiber concrete, the compatibility truss model has been used to set up calculation formulas for shearing capacity of steel fiber concrete column. For convenience in engineering application, practical calculation methods are put forward. The comparison of calculation to testing results indicates that the present formula offers accurate predictions.
Keyword：
Reprint 's Address：
Email：
Version：
Source ：
Engineering Mechanics
ISSN： 1000-4750
CN： 11-2595/O3
Year： 2002
Issue： 6
Volume： 19
Page： 78-81
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：
