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DATA ACQUISITION SYSTEMS FOR AUDIO-FREQUENCY, MECHANICAL-TESTING APPLICATIONS — RECENT DEVELOPMENTS 2001 —Smith, Strether 10 1900 (has links)
International Telemetering Conference Proceedings / October 22-25, 2001 / Riviera Hotel and Convention Center, Las Vegas, Nevada / The objective of any data acquisition system is to make accurate measurements of physical
phenomena. Many of the phenomena to be characterized contain data that is in the audio-frequency
range between 0 and 50,000 Hertz. Examples include structural vibration, wind-tunnel
measurements, turbine engines and acoustics in air and water. These tests often require a large
number of channels and may be very expensive. In some cases, there may be only one opportunity
to acquire the data.
This paper describes a testing/measurement philosophy and the use of advances in available
hardware/software systems to implement the requirements. Primary emphasis is on robustness
(assurance that critical data is properly recorded), measurement/characterization of unexpected
results (generated by accidents or unexpected behavior), and test safety (for both the test article and
the facility).
Finally, a data acquisition system that encompasses the features discussed is described.
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Vibration response of the polar supply and research vessel the S. A. Agulhas II in Antarctica and the Southern oceanSoal, Keith Ian 12 1900 (has links)
Thesis (MEng) -- Stellenbosch University, 2014. / ENGLISH ABSTRACT: Full scale measurements were conducted on the polar supply and research vessel
the S.A. Agulhas II during a 78 day voyage from Cape Town to Antarctica in
2013/2014. Investigations were conducted into the effect of vibration on human
comfort and the structural dynamic response of the vessel. Vibration measured
in the bridge of the vessel is found to have little effect on human comfort for a
standing person and is classified as not uncomfortable according to BS ISO 2631-1.
Structural fatigue as a result of vibration is found to reach levels where damage
is possible in the stern and where damage is probable in the bow during open
water navigation, according to ship vibration guidelines by Germanischer Lloyd.
Multivariate statistical analyses are performed to investigate the relationships between
multiple predictor variables and vibration response. Factor analysis revealed
data structure from which specific physical phenomena could be identified. Multivariable
linear regression models are developed to predict vibration response and
are found to provide more accurate predictions in open water than in ice. The
2-node, 3-node and 4-node normal bending modes of the structure are identified
using operational modal analysis while the vessel was moored in the harbour. The
natural frequencies, damping ratios and mode shapes are estimated and compared
using LMS Operational PolyMAX and ARTeMIS CCSSI. A comparison of operational
modal analysis results to the STX Finland finite element model show that
the vessel’s modes occur at lower frequencies than numerically predicted. Clear
potential is identified to further investigate structural vibration and operational
modal analysis algorithm development in future research. / AFRIKAANSE OPSOMMING: Volskaal metings was op die poolvoorsienings en navorsingskip die S.A. Agulhas
II uitgevoer tydens ’n 78 dae reis van Kaapstad tot Antarktika in 2013/2014.
Ondersoeke is uitgevoer met betrekking tot die effek van vibrasie op menslike gemak
en die strukturele dinamiese reaksie van die vaartuig. Vibrasie wat in die brug
van die skip gemeet is, het min invloed op menslike gemak vir ’n staande persoon
en word geklassifiseer as nie ongemaklik volgens BS ISO 2631-1. Strukturele vermoeidheid
as gevolg van vibrasie bereik vlakke waar skade moontlik is in die spieël
en waar skade waarskynlik is in die boog tydens navigasie in oop water, volgens
skip vibrasie riglyne deur Germanischer Lloyd. Meerveranderlike statistiese ontledings
is uitgevoer om die verhoudings tussen verskeie voorspellerveranderlikes
en vibrasieterugvoer te ondersoek. Faktorontleding het data struktuur openbaar
waaruit spesifieke fisiese verskynsels geïdentifiseer kan word. Multi-veranderlike lineêre
regressiemodelle was ontwikkel om vibrasie reaksie te voorspel en lewer meer
akkurate voorspellings in oop water as in ys. Die 2-nodus, 3-nodus en 4-nodus normale
buig modes van die struktuur is geïdentifiseer met behulp van operasionele
modale analise terwyl die skip vasgemeer in die hawe is. Die natuurlike frekwensie,
demping verhoudings en mode vorms is beraam en vergelyk met behulp van
LMS operasionele Polymax en ARTeMIS CCSSI. ’n vergelyking van operasionele
modale analise resultate en ’n STX Finland eindige element model toon dat die
vaartuig se modusse voorkom by laer frekwensies as wat numeries voorspel word.
Duidelike potensiaal is geïdentifiseer om strukturele vibrasie en die ontwikkeling
van operasionele modale analise algoritmes te ondersoek in toekomstige navorsing.
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Incremental harmonic balance method for nonlinear structural vibrations劉世齡, Lau, Sai-ling. January 1982 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
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Investigation of the dynamic response of a multi-storey building underwind loadingLam, Chi-hung, Louis., 林志雄. January 1972 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
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Nonlinear vibration analysis of multilayer sandwich structure by incremental finite elementsIu, Vai-pan, 姚偉彬 January 1985 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
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Viscous-damping walls for controlling wind-induced vibrations in buildings揚毅, Yeung, Ngai. January 2000 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
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Vibration analysis of bridges under moving vehicles and trains程遠勝, Cheng, Yuansheng. January 2000 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
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Vibration and stability analysis of plate-type structures under movingloads by analytical and numercial methods鄭定陽, Zheng, Dingyang. January 1999 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
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Vibration damping analysis of cylindrical shells partially coated withconstrained visco-elastic layersRavish, Masti Sarangapany. January 2001 (has links)
published_or_final_version / Mechanical Engineering / Doctoral / Doctor of Philosophy
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Determination of the dynamic characteristics of a ten-storey steel buildingLeung, Mang-chiu, 梁孟釗 January 1971 (has links)
published_or_final_version / Civil Engineering / Master / Master of Science in Engineering
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