O. S. Raspopov


Results of investigations, based upon logical models application, are used for account of intermediate supports of continuous multispan beams. The matrices obtained take into account all possible combinations of elastic fastenings of both the end and intermediate sections of continuous beams. In this, any additional solutions for the bar parts placed in the whereabouts of localized masses, elastic supports or joints are excluded.


logical models; continuous beams; intermediate supports

GOST Style Citations

1. Каспшик Станислав, Данг-Тинь. Собственные колебания некоторой консервативной системы с распределенными и сосредоточенными параметрами // Zag. drgáń. nielin. 1979. 19. pp. 263–272.

2. Распопов А. С. Применение логических моделей к расчету колебаний неразрезных мостовых конструкций // 6th International Conference «Modern Bulding Materials, Structures and Techniques» (19– 21 May 1999, Vilnius, Lithuania) // Proceedings. – Vol. III. – Vilnius: Technika, 1999, pp. 223–228.

3. Kolousek V. Dynamics in Engineering Structures. Prague: Czech. Acad. Sci., 1973. 580 p.

4. Сорокин Е. С. Динамический расчет несущих конструкций зданий. – М.: Госстройиздат, 1956. – 340 с.

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