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(r) The statement immediately follows by using the condition (L_{3}=1) in (24).
(v) The statement immediately follows by using the condition (L_{4}=1) in (25).
(j) The statement immediately follows by using the condition (L_{1}=1) in (22).
(n) The statement immediately follows by using the condition (L_{2}=1) in (23).
The normal stresses σx in θ°1-plies and θ°2-plies are introduced with partition coefficient λ for solving the problem of statically indeterminate boundary because the normal stresses σx cannot be obtained by using the condition of statics due to the loads at the boundary for each uncracked layer.
By using the condition (1.1), Fang gave the following result.
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Optimum self-stress design is conducted by using the conditions under which a cable strut system can get rise to a maximum state of stiffness.
By using the conditions (i)–(iii), we obtain (3.10).
Finally, by using the conditions of the existence theorem of the solutions to (SVQEP) (see [1]), we obtain sufficient conditions of the well-posedness for (SVQEP).
But, by using the conditions of the aforesaid theorems we note that the operator T in these theorems is in fact strongly monotone.
end{aligned} By using the conditions imposed on the control sequences, we find from (3.7) that (lim_{nrightarrowinfty}|Ax_{n}-Ap|=0).
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