This paper assumes that a row of the frame, shear wall structure as affected by lateral bending and torsion modules coupling effect of thin-walled members, through the floor to work together to establish a collaborative analysis of structural bias of the Hamiltonian on the dual system, with precise integration method for the numerical solution of high-precision systems, analysis of bias is given a set of construction the structure of collaborative work. The results make the structure more in line with the actual deformation.
There is no a united formula about how to calculate the bearing capacity of a single gravelly pile yet. Recent years, the engineers had developed several theory or experience formulas through many experiments and much studying. But every one has its drawback in calculating. The writer of this paper expresses a new formula bases on Brauns theory to choose by designers.
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