On a theory concerning the dynamical behavior of structures carrying moving masses

Author:

Stanišić M. M.,Euler J. A.,Montgomery S. T.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanical Engineering

Reference10 articles.

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

2. Ayre, R. S., Jacobson, L. S., Hsu, C. S.: Tranverse 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) pp. 378–383

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

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

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