Arkaev M.A., Stolpovsky G.A., Lisov S.V., Sergeev M.I.
WAYS OF STRENGTHENING OF THE ROD WOODEN DESIGNS OF OPERATED BUILDINGS AND CONSTRUCTIONS ^{[№ 5 ' 2013]}
Ways of strengthening of rod wooden designs of buildings and the constructions being in a mode of operation are given. Features of application of various ways of strengthening taking into account an assessment of their efficiency are specified. The review of the connecting elements used at strengthening, and as options of strengthening of wooden designs with use of highly effective and technological types of communications is submitted.

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.

Stolpovskiy G.A., Zhadanov V.I., Rudnev I.V.
CONNECTION FOR ELEMENTS OF WOODEN STRUCTURES OF RAPIDLY ERECTED BUILDINGS AND FACILITIES WITH SCREW CRUCIATE PEGS ^{[№ 5 ' 2010]}
We describe a new type of connection for elements of wooden structures on the screw cruciate pegs, which substantially reduce the complexity of installation work. The feasibility of the proposed introduction of a connecting element in building practice, its advantages over other known analogs is discussed. The results of experimental studies confirming the efficacy of screw cruciate pegs are provided.