Lisov S.V., Dmitriev P.P., Kalinin S.V.
ANALYSIS OF WAYS OF CONNECTION STEEL PROFILED LEAF WITH THE WOODEN FRAMEWORK ^{[№ 5 ' 2013]}
The saved up experience of the design development which has been carried out by domestic and foreign authors in the field of connections of wooden elements of a framework with a steel thin-sheet covering is generalized and analysed. The main merits and demerits of connections are noted. Taking into account the critical analysis of known ways of connection the new constructive solution of the connecting element, allowing to simplify assembly of a design and to increase reliability and rigidity of connection is developed.

Kalinin S.V., Zhadanov V.I., Ukrainchenko D.A., Lisov S.V.
FEATURES INTENSE THE DEFORMED CONDITIONS WOODMETALL OF BEAMS WITH THE WALL FROM STEEL PROFILID OF SHEETS ^{[№ 9 ' 2012]}
Results of numerical and pilot studies intense the deformed condition of woodmetall beams with a flexible wall from steel profilied sheets with longitudinal orientation gofred are given. Extent of inclusion of a wall in the general work of a design depending on design features and temperature vormplase influences taking into account a pliability of fastening of a wall to a wooden framework is investigated.

Zhadanov V.I., Arkaev M.A., Lisov S.V., Stolpovsky G.A.
ESTIMATION OF THE INTENSE-DEFORMED CONDITION OF CONNECTIONS OF WOODEN DESIGNS ON TWISTED CORES BY MEANS OF NUMERICAL METHODS ^{[№ 4 ' 2012]}
We represented results of numerical researches of the intense-deformed condition of connections of wooden designs with application of new type of twisted cores with cross-shaped section with the help of program APM WinMachine. We studied the intense-deformed condition of these connections with twisted cores working to a wrest. Comparison of the received results with the data of experimental researches is spent.

Ukrainchenko D.A., Zhadanov V.I., Lisov S.V.
EXPERIMENTAL AND THEORETICAL STUDIES OF GLUED BOARD PANELS WITH U-SHAPE SECTION WORKING IN TRANSVERSE BENDING ^{[№ 5 ' 2010]}
We provide the method and results of experimental and theoretical studies of glued board panels with U-shape section working in transverse bending and in different position of sheathing towards the room. The report determines the reduction coefficients for glued board sheathing which can be used in engineer calculation method. The calculation of developed structures was done in LIRA and SCAD programs with comparison of theoretical and experimental data.