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1 - 4 of 4 search results for `B b cos` |u:www3.eng.cam.ac.uk

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  2. A computationally efficient model to simulate vibrations in buildings …

    www3.eng.cam.ac.uk/~hemh1/theses/masterpaper_JonasCoene.pdf
    27 Jan 2013: Figure 2.3: (a) In-plane flexural ring modes, varying as cos nθ and correspondingto the radial displacement w; (b) in-plane extensional ring modes, varying as sin nθand corresponding to ... ur =[f ′ nr gz iξgr. ]cos(nθ)ei(ωtξz). uθ =[nr f iξgr g

  3. Vibration from Underground Railways: Considering Piled Foundations…

    www3.eng.cam.ac.uk/~hemh1/theses/KirstyKuothesis.pdf
    29 Jan 2013: modes, corresponding to radial deformations Ũr cos nθ; (b) in-plane ex-tensional ring modes, corresponding to tangential deformations Ũθ sin nθ;and (c) out-of-plane flexural ring modes, corresponding ... to longitudinaldeformations Ũz cos nθ.

  4. Ground Vibration from Underground Railways: How Simplifying…

    www3.eng.cam.ac.uk/~hemh1/theses/Thesis_SimonJones2010.pdf
    27 Jan 2013: B Thomas Algorithm 159. C Green’s Functions for a Layered Halfspace 161. ... a) Wheel flat (b) Uneven rail joint. Figure 2.2: Examples of wheel and rail discontinuities.

  5. Modelling of Ground Vibration from Underground Railways

    www3.eng.cam.ac.uk/~hemh1/theses/PhD_thesis_JAForrest.pdf
    27 Jan 2013: CYLINDRICAL SHELL AND ELASTIC CONTINUUM. 192. B.1 Volmir’s Shell Equations. 192. ... B.2 Coefficients for the Cylindrical Shell.193. B.3 Coefficients for the Elastic Continuum.

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