No 6 (2014)

The analysis made in the paper has shown that the real structure of the Shukhov's tower located in Shabolovka Street has considerable differences in comparison with survived project and working drawings as well as with calculations performed in the workbookof Shukhov. In the S.I. Vavilov Institute forthe History of Science and Technology of the Russian Academy of Sciences, the project devoted to laser scanning and 3D modeling of the tower was fulfilled in 2011-2013. The conservation of information on geometry and real structure of the tower and guarantee of access to this information for specialists is the aim of this paper

This work describes modeling of winding of bridge structures by the wind flow for non- bound systems with an application of a method of the boundary integral equations and is de- voted to aerodynamical analysis of bound systems of interaction of solid bodies and gas, i.e. to aeroelasticity of span structures and pylons. The solutions of the 'wind flow - bridge struc- tures' interaction problems in the form of multi zonal and variation approaches are shown in the theoretical part.

In the paper, the necessity of application of the proposals of RabotnovaYuNon using of quasi- linear equations of force resistance in the process of analysis of concrete and reinforced con- crete structures is motivated

Hydrotechnical facilities during construction and operation may be subject tonon- project impacts (including non-project subsidence). At the same time, in the reinforced concrete constructions a system of cracks occurs, the nature of which corresponds to the complex features of the acting loads. On an example of the HPP (PSPP) building are encouraged to strengthen concrete structures of hydraulic system of external reinforcement on the basis of carbon fiber. Based on numerical simulations computational justification of proposed technical solutions to strengthen concrete structures of hydraulic structures is performed

The displacements of nodal points and their first derivatives were selected as unknown nodal finite element parameters. An example of calculation shows that the presented invariant approximation of displacement fields in the vector formulation allows solving the well-known finite element problem as a rigid body displacement in general

Experimental studies of bending images of composite slabs with reinforcement steel profiled decking on the walls of various embossments. Recommended values of factors for steel profiled sheeting with different types on the walls embossments as part of a composite slab needed in the calculation of overlap in strength by normal sections