By Henry Dreyfuss
Publish yr note: First released August thirty first 1967
From the 1st answering computing device ("the digital brain") and the Hoover vacuum purifier to the SS Independence and the Bell cell, the creations of Henry S. Dreyfuss have formed the cultural panorama of the twentieth century.
Written in a strong, clean type, this booklet deals an inviting mixture of specialist suggestion, case stories, and layout historical past in addition to ancient black-and-white pictures and the author's whimsical drawings.
In addition, the author's uncompromising dedication to public carrier, ethics, and layout accountability makes this masterful consultant a well timed learn for today's designers.
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Extra resources for Designing for People
There is a shortage of published material on general mathematical modeling of flexibly supported multiple rigid body systems for vibration analysis. No published material is available related to control of multiple rigid bodies as far as the authors are aware. This chapter gives precise and clear formulations suitable for computational implementation. Analysis options, although not discussed here, are the same as of VIBRATIO; MBDS can perform time domain vibration and control both for linear and materially nonlinear problems under a library of excitations as well as arbitrary excitations numerically generated or data logged from sensors with options for displacement, velocity, accelerations (as prescribed motion), or force.
4. S. Timoshenko, D. H. Young, and W. , Vibration Problems in Engineering, 4th Edition, Wiley, New York, 1974. 5. J. P. Den Hartog, Mechanical Vibration, 4th Edition, McGraw-Hill, New York, 1956. 6. L. S. Jacobsen and R. S. Ayre, Engineering Vibrations, McGraw-Hill, New York, 1958. R. F. D. Bishop and D. C. Johnson, Mechanics of Vibration, Cambridge University Press, New York, 1960. 8. L. Meirovitch, Elements of Vibration Analysis, 2nd Edition, McGraw-Hill, New York, 1986. W. T. Thomson, Theory of Vibrations with Applications, 3rd Edition, Prentice-Hall, Englewood Cliffs, NJ, 1988.
Distances x measured along the beam are taken as positive when measured from the left to right. 6 Planar bending model. 7 Sign convention. 4 Bending Moment and Shear Force Diagrams It is necessary to express the value of the bending moment and shearing force at any point along the span. These are usually expressed as a step function across the span in which a particular function is expressed in a region between two loading positions. 8, from symmetry, the reaction at each support is P/2. 14) 2 The bending moment, therefore, gradually increases from zero at the support, where x is 1 L 1 L zero, to P × = PL, where x is .