Langley, RS and Lande, RH and Shorter, PJ and Cotoni, V (2005) Hybrid deterministic-statistical modelling of built-up structures. In: UNSPECIFIED pp. 2497-2504..Full text not available from this repository.
When used correctly, Statistical Energy Analysis (SEA) can provide good predictions of high frequency vibration levels in built-up structures. Unfortunately, the assumptions that underlie SEA break down as the frequency of excitation is reduced, and the method does not yield accurate predictions at "medium" frequencies (and neither does the Finite Element Method, which is limited to low frequencies). A basic problem is that parts of the system have a short wavelength of deformation and meet the requirements of SEA, while other parts of the system do not - this is often referred to as the "mid-frequency" problem, and there is a broad class of mid-frequency vibration problems that are of great concern to industry. In this paper, a coupled deterministic-statistical approach referred to as the Hybrid Method (Shorter & Langley, 2004) is briefly described, and some results that demonstrate how the method overcomes the aforementioned difficulties are presented.
|Item Type:||Conference or Workshop Item (UNSPECIFIED)|
|Divisions:||Div C > Applied Mechanics|
|Depositing User:||Cron Job|
|Date Deposited:||02 Sep 2016 17:36|
|Last Modified:||01 Dec 2016 09:18|