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1

Determination of the moments of inertia of the human body and its limbs. Springer-Verlag, 1988.

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2

Braune, Wilhelm, and Otto Fischer. Determination of the Moments of Inertia of the Human Body and Its Limbs. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-662-11236-6.

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3

C, Jorgensen Charles, Ross James C, and Ames Research Center, eds. Neural network prediction of new aircraft design coefficients. National Aeronautics and Space Administration, Ames Research Center, 1997.

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4

Davis, Pamela A. Quasi-static and dynamic response characteristics of F-4 bias-ply and radial-belted main gear tires. National Aeronautics and Space Administration, Langley Research Center, 1997.

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5

Davis, Pamela A. Quasi-static and dynamic response characteristics of F-4 bias-ply and radial-belted main gear tires. National Aeronautics and Space Administration, Langley Research Center, 1997.

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6

Davis, Pamela A. Quasi-static and dynamic response characteristics of F-4 bias-ply and radial-belted main gear tires. National Aeronautics and Space Administration, Langley Research Center, 1997.

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7

Davis, Pamela A. Quasi-static and dynamic response characteristics of F-4 bias-ply and radial-belted main gear tires. National Aeronautics and Space Administration, Langley Research Center, 1997.

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8

Davis, Pamela A. Quasi-static and dynamic response characteristics of F-4 bias-ply and radial-belted main gear tires. National Aeronautics and Space Administration, Langley Research Center, 1997.

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9

Paul, Lin, and United States. National Aeronautics and Space Administration. Scientific and Technical Information Program., eds. Influence of mass moment of inertia on normal modes of preloaded solar array mast. National Aeronautics and Space Administration, Office of Management, Scientific and Technical Information Program, 1992.

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10

1948-, Bardecki Michael James, Patterson Nancy, Federation of Ontario Naturalists, and Ryerson Polytechnical Institute, eds. Wetlands: Inertia or momentum : proceedings of a conference held in Toronto, Ontario, October 21-22, 1988. Available from Federation of Ontario Naturalists, 1989.

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11

United States. National Aeronautics and Space Administration., ed. The challenge to create the space drive. National Aeronautics and Space Administration, 1996.

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12

United States. National Aeronautics and Space Administration., ed. Challenge to create the space drive. American Institute of Aeronautics and Astronautics, 1998.

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13

Maquet, Paul, Wilhelm Braune, Otto Fischer, and Ronald Furlong. Determination of the Moments of Inertia of the Human Body and Its Limbs. Springer London, Limited, 2013.

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14

Guo, Y. Dedicated microprocessor based instrument for the experimental determination of mass moments of inertia. 1992.

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15

Maquet, Paul, Wilhelm Braune, Otto Fischer, and Ronald Furlong. Determination of the Moments of Inertia of the Human Body and Its Limbs. Springer Berlin / Heidelberg, 2013.

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16

Hinrichs, Richard N. Regression equations to predict segment moments of inertia from anthropometric measurements: An extension of thedata of Chandler et al. 1985.

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17

Mann, Peter. Introductory Rotational Dynamics. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198822370.003.0003.

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This chapter discusses the importance of circular motion and rotations, whose applications to chemical systems are plentiful. Circular motion is the book’s first example of a special case of motion using the laws developed in previous chapters. The chapter begins with the basic definitions of circular motion; as uniform rotation around a principle axis is much easier to consider, it is the focus of this chapter and is used to develop some key ideas. The chapter discusses angular displacement, angular velocity, angular momentum, torque, rigid bodies, orbital and spin momenta, inertia tensors and non-inertial frames and explores fictitious forces as well as transformations in rotating frames.
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18

Sample, John Calvart. Properties of Steel Sections: A Reference Book for Structural Engineers and Architects, Including Tables of Moments of Inertia and Radii of Gyration ... Structures, Unit Stresses, Safe Loads for. Franklin Classics Trade Press, 2018.

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19

Sample, John Calvart. Properties of Steel Sections; A Reference Book for Structural Engineers and Architects, Including Tables of Moments of Inertia and Radii of Gyration ... Structures, Unit Stresses, Safe Loads for. Franklin Classics Trade Press, 2018.

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20

Sample, John Calvart. Properties of Steel Sections; a Reference Book For Structural Engineers and Architects, Including Tables of Moments of Inertia and Radii of Gyration ... Structures, Unit Stresses, Safe Loads For. Franklin Classics, 2018.

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21

OF, PEAS MOMENT. Peas Moment of Inertia IBM Version Bu. John Wiley & Sons Inc, 1985.

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22

Physics from the Edge: A New Cosmological Model for Inertia. World Scientific Publishing Co Pte Ltd, 2014.

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23

Physics from the Edge: A New Cosmological Model for Inertia. World Scientific Publishing Co Pte Ltd, 2014.

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24

Properties of Steel Sections; a Reference Book for Structural Engineers and Architects, Including Tables of Moments of Inertia and Radii of Gyration of Built Sections, Examples of Sections Selected from Monumental Structures, Unit Stresses, Safe Loads For. Creative Media Partners, LLC, 2022.

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25

Sample, John Calvart. Properties of Steel Sections; a Reference Book for Structural Engineers and Architects, Including Tables of Moments of Inertia and Radii of Gyration of Built Sections, Examples of Sections Selected from Monumental Structures, Unit Stresses, Safe Loads For. Creative Media Partners, LLC, 2018.

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26

I roll. Lerner Publications Co., 2013.

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27

Forner Gumbau, Manuel. Problemas resueltos de centros de gravedad y momentos de inercia. Universitat Jaume I, 2014. http://dx.doi.org/10.6035/infitec.2006.24.

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28

Gumbau, Manuel Forner. Problemas resueltos de centros de gravedad y momentos de inercia. Universitat Jaume I, 2006.

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29

Osborn's Tables of Moments of Inertia and Squares of Radii of Gyration: To Which Have Been Added Tables of the Working Strengths of Steel Columns, the Working Strengths of Timber Beams and Columns, Standard Loads and Unit Stresses, and Constants for Deter. Creative Media Partners, LLC, 2023.

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30

Osborn's Tables of Moments of Inertia and Squares of Radii of Gyration: To Which Have Been Added Tables of the Working Strengths of Steel Columns, the Working Strengths of Timber Beams and Columns, Standard Loads and Unit Stresses, and Constants for Deter. Creative Media Partners, LLC, 2023.

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31

Osgood, Libby, Gayla Cameron, and Emma Christensen. Engineering Mechanics: Statics. University of Prince Edward Island, 2021. http://dx.doi.org/10.32393/engnmech.

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Introduction to engineering mechanics: statics, when acceleration is 0. Concepts include: particles and rigid body equilibrium equations, distributed loads, shear and moment diagrams, trusses, method of joints and sections, & inertia. This book is intended for those who love to learn.
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32

Matsuo, M., E. Saitoh, and S. Maekawa. Spin-Mechatronics—mechanical generation of spin and spin current. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198787075.003.0025.

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This chapter discusses interconversion phenomena between spin and mechanical angular momtum. In moving objects, the spin gauge fields emerge from inertial effects and produce angular momentum transfer between mechanical motion and spin. Such spin-mechanial effects are predicted by quantum theory in non-inertial frames, and confirmed by recent experiments including the resonance frequency shift in NMR, the stray field measurement of rotating metals, and the inverse spin Hall voltage generation in liquied metals. These spin-mechanical effects that arise via the spin-gauge fields open a new field of spintornics, where spin and mechanical motion couple harmoniously.
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33

Deruelle, Nathalie, and Jean-Philippe Uzan. Rotating systems. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198786399.003.0025.

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This chapter continues the discussion of the laws of relativistic dynamics for systems of point particles, beginning with the law of angular momentum conservation in collisions. It considers an ensemble of free particles each characterized by its (constant) momentum pa. The total momentum p = Σ‎apa does not depend on the inertial frame used, but the angular momentum will depend on the frame, because its definition involves radius vectors between an event reference point and points qa on the particle world lines. Furthermore, these are chosen to be simultaneous in a given frame. The chapter also formulates the equations of motion for particles possessing an internal rotation or ‘spin’.
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34

Deruelle, Nathalie, and Jean-Philippe Uzan. Dynamics of a point particle. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198786399.003.0024.

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This chapter attributes an inertial ‘mass–energy’ to particles. It also distinguishes between the action of an external field and of long-range and short-range internal forces, which is useful for establishing the laws of dynamics of an interacting body—that is, the equations determining its world line. The chapter also presents the 4-momentum conservation law for massive particles and light particles in inertial reference frames. It then gives some examples which illustrate the role played by this law in collisions. Finally, the chapter illustrates the conservation law by the Compton experiment, that is, the collision of a light corpuscle with a particle, and the concept of the quantum of action that can be derived from it.
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35

Tribble, Alan, and Alan Breitbart. Business Management for Scientists and Engineers - Second Edition: How I Overcame My Moment of Inertia and Embraced the Dark Side. Tribble, Alan, 2022.

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36

Tribble, Alan, and Alan Breitbart. Business Management for Scientists and Engineers - Second Edition: How I Overcame My Moment of Inertia and Embraced the Dark Side. Tribble, Alan, 2022.

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37

Deruelle, Nathalie, and Jean-Philippe Uzan. The Einstein equations. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198786399.003.0044.

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This chapter deals with Einstein equations. In the absence of matter there is no gravitational field, and the spacetime which represents this empty universe is Minkowski spacetime. More precisely, if the gravitational field created by the matter can be neglected, the appropriate framework for describing the matter is that of special relativity. Einstein gravitational equations relate geometry and matter: specifically, they relate the Riemann tensor, or more precisely the Einstein tensor, to the geometrical object describing ‘inertia’, the energy content of the matter—that is, the energy–momentum tensor. These equations form a set of ten nonlinear partial differential equations. The coordinate system can be chosen arbitrarily.
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38

Deruelle, Nathalie, and Jean-Philippe Uzan. Conservation laws. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198786399.003.0007.

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This chapter defines the conserved quantities associated with an isolated dynamical system, that is, the quantities which remain constant during the motion of the system. The law of momentum conservation follows directly from Newton’s third law. The superposition principle for forces allows Newton’s law of motion for a body Pa acted on by other bodies Pa′ in an inertial Cartesian frame S. The law of angular momentum conservation holds if the forces acting on the elements of the system depend only on the separation of the elements. Finally, the conservation of total energy requires in addition that the forces be derivable from a potential.
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39

Kalinichenko, Evgeny. Theory and methods for calculating the inertial-braking characteristics of a ship. «Scientific Route» OÜ, 2020. http://dx.doi.org/10.21303/978-617-7319-30-5.

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One of the most serious problems of modern navigation is the accident rate that occurs due to inept or belated maneuvering of ships. As a result of accidents in the world, more than 200 ships die every year and every fourth receives significant damage. Full-scale tests show that the stopping distance of large-tonnage ships turn out to be much less permissible, and shipbuilders are able to significantly reduce the astern power of such ships, making them cheaper at the expense of safety. The low accuracy of inertial-braking characteristics is mainly due to unqualified field tests. Analysis of graphs and tables based on the results of such tests show that the spread in the values of inertial-braking characteristics for ships of the same type reaches 30%, and in some cases even more. In many tables and graphs, inertial-braking characteristics are expressed in relative values and are not suitable for direct use when maneuvering a ship. Finally, even when graphical and/or tabular maneuvering information is available on the navigating bridge, it is difficult to use it when maneuvering a ship at night. The research carried out by the author results in: - creation of an alternative computational method for determining the inertial-braking characteristics of the ship, suitable for use on any on-board computer; - development of an improved methodology for calculating the path and time of acceleration and braking of the ship in various ahead motion modes; - development of a methodology for taking into account the influence of a passing and opponent current on the length of the stopping distance of the ship; - development of methods for solving applied problems, ensuring a decrease in the accident rate of ships during maneuvering. The obtained methods include the development of theoretical foundations, mathematical models and comparison of the calculated inertial-braking characteristics of ships with the data of a full-scale experiment. For the first time, to derive the calculated formulas for the time and stopping distance, theorems are used on the change in the momentum and kinetic energy during accelerated and decelerated motion of the ship. In the course of the study, the problems of calculating and formalizing the inertial-braking characteristics of the ship are being comprehensively solved. For the first time, the hypothesis that the nature of the change in the thrust force of the propeller during reverse can be approximated by linear equations has been substantiated and confirmed. The general results are used to calculate the inertial-braking characteristics of specific ships.
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40

Zeitlin, Vladimir. Rotating Shallow-Water Models with Full Coriolis Force. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198804338.003.0016.

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The derivation of the rotating shallow-water model by vertical averaging is carried on in the tangent plane approximation without neglecting the vertical component of the Coriolis force, and contributions of the vertical component of velocity in its horizontal component (‘non-traditional’ terms), leading to one- and two-layer ‘non-traditional’ rotating shallow-water models. A similar approach on the whole sphere encounters difficulties with conservation of angular momentum. Consistent ‘non-traditional’ rotating shallow-water equations in this case are obtained from the variational principle, which is first formulated for full primitive equations. It is shown that columnar motion hypothesis should be replaced by solid-angle motion one on the sphere. Two-layer non-traditional rotating shallow-water equations are used to analyse inertial instability of jets and compare the results with Chapter 10. It is shown that non-traditional terms can increase the growth rates up to 30% in some configurations and can also change the structure of the unstable modes.
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41

Frechilla Alonso, M. ª. Almudena. Urbanismo contemporáneo de Zamora (1864-1973). Ediciones Universidad de Salamanca, 2021. http://dx.doi.org/10.14201/0vi0448.

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La crisis económica de los últimos años ha forzado un cambio de paradigma en el urbanismo que, a día de hoy, apuesta por la recuperación del espacio consolidado tras el abandono y la degradación que sufrió como consecuencia del modelo expansionista previo. En esta coyuntura, plantear acciones de futuro sobre el tejido existente requiere un conocimiento profundo de la ciudad sobre la que se pretende intervenir. En esta investigación abordamos el caso de Zamora pues presenta unas condiciones singularmente sensibles dentro de la comunidad de Castilla y León. La contemporaneidad supuso un punto de inflexión en el desarrollo de la capital -inerte desde la Baja Edad Media- y marca el inicio de este estudio que se prolonga hasta la crisis global de los años 70 del siglo XX. A lo largo de más de cien años, se evalúa la dinámica urbana de la localidad bajo una mirada holística que entrelaza las aportaciones procedentes de los diferentes campos que toman la ciudad como objeto de estudio. La revisión y ampliación del relato histórico acerca de la formación y consolidación del tejido urbano contemporáneo de la localidad, ha permitido reconocer el papel esencial desarrollado por ciertos elementos emergentes en la formación de su estructura fundamental, conformada hasta los albores de los años 30 del pasado siglo. De igual modo, a través del análisis del planeamiento -que a partir del ecuador de la centuria se instauró como principal mecanismo de intervención sobre la ciudad-, así como de las políticas desarrolladas en materia de urbanismo y vivienda, se ha trazado el modelo de ciudad presente en diferentes momentos de su evolución.
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