On a new theory of the dynamic behavior of the structures carrying moving masses

Author:

Stanišić M. M.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanical Engineering

Reference11 articles.

1. Stokes, G. G.: Discussion of a differential equation relating to the breaking of railway bridges. Trans. Camb. Phil. Soc. 8 (1849) 707

2. Ayre, R. S.; Jacobson, L. S.; Hus, C. S.: Transverse vibration of one- and two-span beams under the action of a moving mass load. Proc. First U.S. Nat. Congr. Appl. Mech. 1951, pp. 81–90

3. Pestel, E.: Tragwerksauslenkung unter bewegter Last. Ing.-Arch. 19 (1951) 378–383

4. Stanisić, M. M.; Hardin, J. C.: On the response of beams to an arbitrary number of concentrated moving masses. J. Franklin Inst. 287 (1969) 115–123

5. Stanisić, M. M.; Hardin, J. C.; Lou, Y. C.: On the response of the plate to a multi-masses moving system. Acta Mech. 5 (1968) 37–53

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