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Oscillations of combined arched systems for uniform motion of load in the form of a halfzone

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Literature Cited

  1. V. V. Bolotin, “Dynamic design of railroad bridges,” Trudy Moskovsk. Inst. Inzh. Zhel.-Dor. Transp., No. 76 (1952).

  2. V. V. Bolotin, “Bridge oscillations under mobile loading,” Izv. AN SSSR, OTN, Mekh. i Mashinostr., No. 4 (1961).

  3. I. A. Kolesnik, “Dynamic effect of mobile load on a composite system consisting of flexible arch and stiffening girder,” Prikl. Mekh.,10, No. 4 (1964).

  4. I. A. Kolesnik, “Oscillations of arched systems when a group of loads is in motion,” Prikl. Mekh.,7, No. 5 (1971).

  5. S. I. Konashenko, “Free and forced oscillations of a system of a flexible arch with a stiffening girder,” Trudy Dnepropetrovsk. In-ta Inzh. Zhel.-Dor. Transp., No. 23 (1953).

  6. A. B. Morgaevskii, “Stability and oscillations of structures in the field of inertia forces of a mobile load,” Nauchn. Trudy Dnepropetrovsk. Metallurg. In-ta, No. 42 (1961).

  7. Engineering Specifications for Design of Rail, Road, and Municipal Bridges and Pipes (CH 200-62) Transzheldorizdat, Moscow (1962).

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Institute of Metallurgy, Dnepropetrovsk. Translated from Prikladnaya Mekhanika, Vol. 9, No. 6, pp. 95–101, June, 1973.

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Kolesnik, I.A. Oscillations of combined arched systems for uniform motion of load in the form of a halfzone. Soviet Applied Mechanics 9, 654–658 (1973). https://doi.org/10.1007/BF00884195

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  • DOI: https://doi.org/10.1007/BF00884195

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