Kiyanov I.M.
THE OPTIMAL FRAME PARAMETER, STRAINED BY CONSTANT EFFORT ^{[№ 2 ' 2003]}
The optimal geometry parameters are discovered in the systems of building mechanics with the constant efforts in temperature and other changes. They correspond to the maximum summary efforts in the spare connections and depend neither on loading nor on effort degrees (the patent RF ?2012749 belongs to the author of this article). The equation for the definition of the optimal frame parameter is reduced in this article.

I.M. Kiyanov
THE TWO ARGUMENTS OF ADVANTAGE OF PRESTRESSING OF CONSTRUCTIONS BY THE CONSTANT EFFORT. ^{[№ 1 ' 2003]}
In constructions with the constant efforts in unnecessary connections the optimal parameters of geometry corresponding and the maximal summable work of efforts in unnecessary connections and depending on neither load, nor on degree of prestressing are opened. /author's patent ? 2012749/. There are two arguments of advantage of such constructions in the article.

^{[№ 5 ' 2002]}

I.M. Kiyanov
FARMS GEOMETRY OPTIMAL PARAMETRES WITHCONSTANT BAR . ^{[№ 1 ' 2002]}

Kijanov I. M.
SYSTEMS OF BUILDING MECHANICS WITH CONSTANT EFFORTS IN SUPERFLUOUS CONNECTIONS. ^{[№ 4 ' 2001]}
There is a development in the article, the formula of which is: "if the efforts in the superfluous connections of the building mechanics systems are preserved constantly in the temperature and others transferences, then the systems have optimum parameters of the geometry corresponding to the superfluous connections and don't depend on the degree of the preliminary tension and the load.

E. M. Keeyanov
THE OPTIMUM PARAMETERS OF GEOMETRY OF A TIED ARCH AND A TRUSSED BEAM, WHICH ARE STRESSED BY THE CONSTANT EFFORT ^{[№ 2 ' 2001]}
In systems of building mechanics, the parameters of geometry are opened, which correspond to the maximum communications and the degree of stress. There is a deduction of formulas for the determination of such parameters in the constructions of: a rigid flexible tied arch, and a trust beam (patent of R.F. N 2012749).

I.M. Kiyanov
OPTIMUM GEOMETRY PARAMETERS IN CONSTRUCTION MECHANICS SYSTEMS WITH CONSTANT FORCES IN ADDITIONAL CONNECTIONS AND NON-LINEAR GEOMETRY ^{[№ 1 ' 2001]}
The article uses the energy method to prove that construction mechanics systems with constant forces in additional connections have optimum geometrical parameters corresponding to the maximum total additional connection forcesT work and depending neither on the load nor on the pretension degree.