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Space frame analysis /Lin, Fu-Tien, January 1966 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute, 1966. / Vita. Abstract. Includes bibliographical references (leaves leaf 61). Also available via the Internet.
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Experimental verification and development of structural identification techniques on a grid /Kahn, Steven Phillip, January 1990 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1990. / Vita. Abstract. Includes bibliographical references (leaves 76-80). Also available via the Internet.
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A synthesis procedure for array feeds to improve radiation performance of large distorted reflector antennas /Smith, William Travis, January 1990 (has links)
Thesis (Ph. D.)--Virginia Polytechnic Institute and State University, 1990. / Vita. Abstract. Includes bibliographical references (leaves 226-230). Also available via the Internet.
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Space frame analysisLin, Fu Tien 16 February 2010 (has links)
The principal objective of th1s thesis has been accomplished. The technique for the analysis of a space frame has been developed and described. A computer program has been wr1tten and presented. A test frame was constructed, analyzed and tested and the results for deflections and rotations compared. / Master of Science
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Symmetry reduction for geometric nonlinear analysis of space structuresWong, Chun-kuen, 黃春權 January 1997 (has links)
published_or_final_version / Civil and Structural Engineering / Master / Master of Philosophy
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Adaptive control of flexible systems using self-tuning digital notch filtersMaggard, William P. January 1987 (has links)
Thesis (M.S.)--Ohio University, November, 1987. / Title from PDF t.p.
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Symmetry reduction for geometric nonlinear analysis of space structures /Wong, Chun-kuen. January 1997 (has links)
Thesis (M. Phil.)--University of Hong Kong, 1997. / Includes bibliographical references (leaf 108-113).
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Design and analysis of multifunctional composite structures for nano-satellitesBall, Jeffrey Craig January 2017 (has links)
Thesis (MTech (Mechanical Engineering))--Cape Peninsula University of Technology, 2017. / The aim of this thesis is to investigate the applications of multifunctional compos-
ite (MFC) technology to nano-satellite structures and to produce a working concept
design, which can be implemented on future Cube-Satellites (CubeSats). MFC tech-
nologies can be used to optimise the performance of the satellite structure in terms
of mass, volume and the protection it provides. The optimisation of the structure
will allow further room for other sub-systems to be expanded and greater payload
allowance. An extensive literature view of existing applications of MFC materials has
been conducted, along with the analysis of a MFC CubeSat structural design account-
ing for the environmental conditions in space and well-known design practices used in
the space industry. Numerical analysis data has been supported by empirical analysis
that was done where possible on the concept material and structure. The ndings
indicate that the MFC technology shows an improvement over the conventional alu-
minium structures that are currently being used. Improvements in rigidity, mass and
internal volume were observed. Additional functions that the MFC structure o ers
include electrical circuitry and connections through the material itself, as well as an
increase electromagnetic shielding capability through the use of carbon- bre composite
materials. Empirical data collected on the MFC samples also show good support for
the numerical analysis results. The main conclusion to be drawn from this work is that
multifunctional composite materials can indeed be used for nano-satellite structures
and in the same light, can be tailor-made to the speci c mission requirements of the
satellite. The technology is in its infancy still and has vast room for improvement
and technological development beyond this work and well into the future. Further
improvements and additional functions can be added through the inclusion of various
other materials.
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Active control of distributed structuresSilverberg, Lawrence M. January 1983 (has links)
The partial differential equations of motion for an uncontrolled distributed structure can be transformed into a set of independent modal equations by means of the system eigenfunctions.
In vibration analysis, the modal coordinates are referred to as natural coordinates. Active control forces generally recouple the modal equations so that the natural coordinates for the open-loop (uncontrolled) system cease to be natural coordinates for the closedloop (controlled) system. Control of this form is known as coupled control. In contrast, it is shown that a method known as the independent modal-space control method is a natural control method; i.e., the natural coordinates of the open-loop system and of the closed-loop system are identical. Furthermore, it is shown that natural control provides a unique and globally optimal closed-form solution to the linear optimal control problem for the distributed structure. The optimal control forces are ideally distributed. If implementation of distributed control is not feasible, then the distributed control forces can be approximated by finite-dimensional control forces. The class of self-adjoint systems are first considered following a treatment of non-self-adjoint systems. Numerical examples of a beam, a membrane and a whirling shaft are presented.
In general, the eigenquantities for a distributed structure cannot be computed in closed-form, so that spatial discretization of the differential eigenvalue problem is necessary. A common discretization method is the finite element method leading to a discrete eigenvalue problem. Two bracketing theorems characterizing convergence of the discrete eigenvalue problem derived by the finite element method to the differential eigenvalue problem are formulated.
The independent modal-space control method requires as many actuators as controlled modes. In contrast, coupled control is capable of controlling any number of modes using a single actuator, provided controllability is ensured. However, coupled control is sensitive to errors in the system parameters. As a compromise between coupled control and independent mbdal-space control, a block-independent control method is developed in which blocks of modes are controlled independently. The performances of independent modal-space control, coupled control and block-independent control are compared. / Ph. D.
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A study of modal-space control of a beam-cable structure: experiment and theorySkidmore, Gary R. January 1983 (has links)
The objectives of this experimentally and to simulate study were to implement theoretically a method of active vibration control, known as modal-space control, on a relatively simple beam-cable structure. The control was implemented in analog form and provided modal viscous damping in each of the three modes of the structure. Transient response to initial conditions was analyzed experimentally and theoretically. Control hardware included permanent magnet-coil systems for the three control force actuators and the single velocity sensor, and an analog controller built around integrated circuit operational amplifiers. This thesis compares open-loop experimental response and closed-loop experimental and theoretical response on the basis of Fast Fourier Transforms of transient time data. / M.S.
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