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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
21

High frequency vibration analysis of plate structures

Bercin, A. N. January 1993 (has links)
Noise and vibration are important design issues for many types of vehicles such as ships, cars, and aeroplanes. Structure borne sound, which may be of relatively high frequency, usually emanates from an engine or some other type of localised source and propagates through the vehicle. Excessive vibration levels, and thus structural damage, may occur while structural acoustic interactions may lead to unacceptable interior noise. In the analysis of energy transmission between plate structures, it is common practice to consider only bending modes (or waves) of the structure. However if the concern is with high frequency vibration analysis, then due allowance may need to be made for the presence of inplane shear and longitudinal modes. Due to the infeasibility of the industry standard technique, the Finite Element Method, at high frequencies, almost all of the studies that have investigated the importance of in-plane energy transmission have used Statistical Energy Analysis (SEA). In this study an existing dynamic stiffness method is extended to include in-plane effects, and used as a benchmark against which SEA is assessed. Additionally the Wave Intensity Analysis (WIA) technique, which is an improved form of SEA, is extended to in-plane vibrations, and used to identify some of the reasons for the poor performance of SEA in certain applications. All three methods are applied to a wide range of plate structures within the frequency range of 600 Hz to 20 kHz. While the response levels as predicted by the WIA are generally quite close to exact results, it has been found that although all of the requirements which are usually postulated for the successful application of SEA are fulfilled, SEA severely underpredicts the energy transmission in large structures because of the diffuse wave field assumption. It is also shown that the exclusion of in-plane modes may lead to sizeable errors in energy predictions unless the structure is very simple.
22

A study of the behaviour of post-tensioned brickwork beams

Pedreschi, R. F. January 1983 (has links)
No description available.
23

Uni-axial and bi-axial bending of reinforced brick masonry columns

Eltraify, E. A. January 1983 (has links)
No description available.
24

Response of an underwater structure of optimum shape to general loading

Llambias, John Manuel January 1985 (has links)
No description available.
25

Dynamic response of tall structures to wind excitation

Sohirad, Massoud January 1983 (has links)
No description available.
26

Strength and behaviour of reinforced concrete spandrel beams

Mohamad Ali, Anis A. January 1983 (has links)
No description available.
27

Optimisation of rigidly jointed frames

Robinson, Desmond Joseph January 1984 (has links)
No description available.
28

Response of reinforced no-fines concrete construction to thermal loads

Timpo, Kwasi William Francis January 1986 (has links)
No description available.
29

Testing concrete foundation piles by sonic echo

Fegen, Ian January 1981 (has links)
No description available.
30

Sonic investigation of masonry structures

Komeyli-Birjandi, Farhad January 1986 (has links)
No description available.

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