load distribution

Presentation of samples of basic experimental data from research of spatial work of large-scale (scale 1: 4) reinforced concrete model of cross-ribbed span structure of the bridge and separate beams similar in structure to model beams, as well as methodological features and results of their analysis. During the tests, the model and separate (reference) beams were loaded with concentrated force, alternately at the intersections of the longitudinal and transverse ribs of the model. Deflections in the same nodes and support reactions of longitudinal beams were measured.

The method of managing energy saving in maintaining a subscriber load by a group of service nodes of access to the network, to provide a service process at a given level of quality in the conditions of multi-channel service is proposed in this paper. It takes into account the topology of the location of access nodes, and allows redistributing the load between the access stations to the heterogeneous telecommunication environment, from taking into account end- user service quality and total energy system maintenance costs.