542 resultados para Gage immobilier, faillite
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Bibliography: p. 445-452.
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l-r: W. Gage Hoag, Paul Leidy, Edward Lucius (seated), Walter Glass
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[l-r: J.H. Price, W. Gage Hoag, Paul A. Leidy, Frank Ayres
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Back Row: Sol Selevan, Julian (Tex) Robertson, Manley Osgood, Boyd Dennison, Ogden R. Dalrymple, John W. Dersch, Richmond S. Blake, Edwin Gage, ? Williams
Middle Row: Frank B. Fehsenfeld, Richard K. Degener, Taylor D. Drysdale, James C. Cristy, Jr., Mann, Robert J. Renner, Henry C. Kamienski
Front Row: Robert E. Lawrence, Daniel L. Diefendorf, William K. Boice, J. Derland Johnston
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Printed by order of the town.
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Mode of access: Internet.
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Maps on lining-papers.
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Translation of the author's Allegemeine erdkunde, Berlin, 1862.
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Mode of access: Internet.
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Translation in part of Erdkunde von Asien.
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The uncertainty of measurements must be quantified and considered in order to prove conformance with specifications and make other meaningful comparisons based on measurements. While there is a consistent methodology for the evaluation and expression of uncertainty within the metrology community industry frequently uses the alternative Measurement Systems Analysis methodology. This paper sets out to clarify the differences between uncertainty evaluation and MSA and presents a novel hybrid methodology for industrial measurement which enables a correct evaluation of measurement uncertainty while utilising the practical tools of MSA. In particular the use of Gage R&R ANOVA and Attribute Gage studies within a wider uncertainty evaluation framework is described. This enables in-line measurement data to be used to establish repeatability and reproducibility, without time consuming repeatability studies being carried out, while maintaining a complete consideration of all sources of uncertainty and therefore enabling conformance to be proven with a stated level of confidence. Such a rigorous approach to product verification will become increasingly important in the era of the Light Controlled Factory with metrology acting as the driving force to achieve the right first time and highly automated manufacture of high value large scale products such as aircraft, spacecraft and renewable power generation structures.
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AMS subject classification: 90C30, 90C33.
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Structural vibration control is of great importance. Current active and passive vibration control strategies usually employ individual elements to fulfill this task, such as viscoelastic patches for providing damping, transducers for picking up signals and actuators for inputting actuating forces. The goal of this dissertation work is to design, manufacture, investigate and apply a new type of multifunctional composite material for structural vibration control. This new composite, which is based on multi-walled carbon nanotube (MWCNT) film, is potentially to function as free layer damping treatment and strain sensor simultaneously. That is, the new material integrates the transducer and the damping patch into one element. The multifunctional composite was prepared by sandwiching the MWCNT film between two adhesive layers. Static sensing test indicated that the MWCNT film sensor resistance changes almost linearly with the applied load. Sensor sensitivity factors were comparable to those of the foil strain gauges. Dynamic test indicated that the MWCNT film sensor can outperform the foil strain gage in high frequency ranges. Temperature test indicated the MWCNT sensor had good temperature stability over the range of 237 K-363 K. The Young’s modulus and shear modulus of the MWCNT film composite were acquired by nanoindentation test and direct shear test, respectively. A free vibration damping test indicated that the MWCNT composite sensor can also provide good damping without adding excessive weight to the base structure. A new model for sandwich structural vibration control was then proposed. In this new configuration, a cantilever beam covered with MWCNT composite on top and one layer of shape memory alloy (SMA) on the bottom was used to illustrate this concept. The MWCNT composite simultaneously serves as free layer damping and strain sensor, and the SMA acts as actuator. Simple on-off controller was designed for controlling the temperature of the SMA so as to control the SMA recovery stress as input and the system stiffness. Both free and forced vibrations were analyzed. Simulation work showed that this new configuration for sandwich structural vibration control was successful especially for low frequency system.
La dynamique spatiale du marché des bureaux dans la région métropolitaine de Montréal de 1987 à 2001
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Mémoire numérisé par la Direction des bibliothèques de l'Université de Montréal.