The paper deduced the deformation and flexural bearing capacity formula by the theory of elasticity - plasticity , ultimate - state method
6.
An efficiency formula for non - uniformity of load distribution the longitudinal direction of pile groups and a total lateral bearing capacity formula of n piles are set up
7.
( 2 ) secondly , the basic theory and system model of mimo are studied and analyzed while the capacity formulas of mimo system are given , then the varieties of mimo diversity are presented , especially the transmit diversity technology
8.
At last , we can get the limit bearing capacity formula of concrete filled steel tube long column subjected to axial compress . on the basis of the theoretical analysis , twelve samples which have four kinds of long diameter ratio are studied experimentally
9.
Basing the analysis on the experimental data , the author provides the load - bearing capacity formula of the concrete short column confined by overlapping hoops under uniaxial compression and the relationship between characteristic value of hoop and spacing of hoop , which is of great practical value
10.
Through the analysis of theoretical study a unified strength criterion of concrete under triaxial loading conditions has been established . at last , according to the analysis of theoretical study we can get the limit bearing capacity formula of the concrete filled steel tube short column subjected to axial compress
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