ANALYTICAL AND EXPERIMENTAL DETERMINATION OF CARRYING CAPACITY OF THE OF THE CARCASS ELEMENTS OF STADIUM “VORSKLA” NAMED AFTER ALEXEY BUTOVSKY (POLTAVA)
MESSAGE 2. NAVIGATION TESTS
DOI:
https://doi.org/10.31210/visnyk2014.03.35Keywords:
tribune construction, crossbar, static tests, direct control method, deflection, rigidityAbstract
The following report shows results of the following (second) stage of the complex research of operational reliability of construction tribune stadium (East tribune). This stage includes real-life operational tests of the direct natural rigidity of inclined crossbars of cross-section frames and follows after the determination of technical condition. According to a technical condition of the covering of the tribunes, inclined crossbars have appeared as defining model elements of the framework, from the point of view of reliable operation. This was shown from the natural experimental data tests that have laid down in a basis of modeling of working capacity of tribune construction of the stadium, which are also provided in this massage.