In the paper the influence of basic power factors on the stained-and-stressed state of reinforced-concrete tiles of BMP is considered. The recommendation for the increase of its operating qualities are given.
Common information about architecture of bridges is considered in the article and on the examples of footbridges, successful architectural decisions are shown.
The results of experimental studies of wall girders under live load are given in the paper. These studies were conducted in several stages with different types of the bridge floor.
The results of theoretical and experimental tests of the constructional, dynamic and constructive damping of vibrations of the bridge span structures have been considered.
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