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Author(s): George T. Michaltsos and Ioannis G. Raftoyiannis
Pp: 119-135 (17)
DOI: 10.2174/978160805220211201010119
* (Excluding Mailing and Handling)
In this chapter, the special problem of support settlement is exclusively treated. The corresponding shape functions for settlement of one or more supports of simple beams with up to three spans with various boundary conditions are derived and presented in detail. Among the examined cases are supports vibrating along the longitudinal and the transverse of the bridge or the vertical direction as well.
Cite this chapter as:
Motion of Supports, Bridges' Dynamics (2012) 1: 119. https://doi.org/10.2174/978160805220211201010119
DOIhttps://doi.org/10.2174/978160805220211201010119
Publisher NameBentham Science Publisher
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