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Showing 1 to 20 of 147 for “"single-degree-of-freedom"”.

  1. Stochastic response of single degree of freedom hysteretic oscillators

    During strong ground shaking structures often become inelastic and respond hysteretically. Therefore, in this study some hysteretic models commonly used in seismic structural analysis are studied. In particular the characteristics of a popular endochronic model proposed by Bouc and Wen are examined …

    vt Repository record for Stochastic response of single degree of freedom hysteretic oscillators (opens in a new tab)

  2. Single-degree-of-freedom energy harvesters by stochastic excitation

    … criteria for the objective comparison of different classes of single-degree-of-freedom oscillators under stochastic excitation are developed. For each family of oscillators, these objective criteria take into account the maximum possible energy harvested for a given response level, …

    mit Repository record for Single-degree-of-freedom energy harvesters by stochastic excitation (opens in a new tab)

  3. Single Degree of Freedom Solid Rotor Velocity Control Induction Drive

    This thesis studies a single degree of freedom (DOF), two-pole, three-phase, solid rotor, induction motor operating in closed loop angular velocity control via a proportional-integral (PI) controller applying a constant amplitude, variable frequency drive. The stator consists of six iron teeth, …

    mit Repository record for Single Degree of Freedom Solid Rotor Velocity Control Induction Drive (opens in a new tab)

  4. Seismic Displacement Demands on Self-Centering Single-Degree-of-Freedom Systems

    … how to estimate the peak seismic displacement of a self-centering system remains a problem for practical design. This thesis addresses this need by presenting a parametric study on the seismic displacement demands of single-degree-of-freedom (SDOF) systems with flag-shaped hysteresis …

    mcmaster Repository record for Seismic Displacement Demands on Self-Centering Single-Degree-of-Freedom Systems (opens in a new tab)

  5. Bandwidth maximization of a single degree of freedom magnetic suspension system

    Thesis (B.S.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1995.

    mit Repository record for Bandwidth maximization of a single degree of freedom magnetic suspension system (opens in a new tab)

  6. Nonlinear compensation of a single degree of freedom magnetic suspension system

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1994.

    mit Repository record for Nonlinear compensation of a single degree of freedom magnetic suspension system (opens in a new tab)

  7. Control and design of a single degree-of-freedom magnetic levitation demonstration

    … instability. This thesis investigates methods of building and controlling a stable, single degree-of-freedom magnetic suspension system that will be robust to changes in ambient conditions. Synchronous detection is a technique that is successfully implemented in this hardware to create an …

    mit Repository record for Control and design of a single degree-of-freedom magnetic levitation demonstration (opens in a new tab)

  8. Errors of a single-degree-of-freedom integrating gyroscope in a vibration environment

    Thesis (M.S.)--Massachusetts Institute of Technology, Dept. of Aeronautics and Astronautics, 1962.

    mit Repository record for Errors of a single-degree-of-freedom integrating gyroscope in a vibration environment (opens in a new tab)

  9. An evaluation of a wheel speed change-gyro-compass utilizing a single-degree-of-freedom gyroscope

    Massachusetts Institute of Technology. Dept. of Aeronautics and Astronautics. Thesis. 1967. M.S.

    mit Repository record for An evaluation of a wheel speed change-gyro-compass utilizing a single-degree-of-freedom gyroscope (opens in a new tab)

  10. Evaluation of Strength Reduction Factor for Concentrically Braced Frames Based on Nonlinear Single Degree-of-Freedom Systems

    <p>Strength Reduction Factor (R-Factor), often referred to as Response Modification Factor, is commonly used in the design of lateral force resisting systems under seismic loading. R-Factors allow for a reduction in design base shear demands, leading to more economical designs. The reduction of

    calpoly Repository record for Evaluation of Strength Reduction Factor for Concentrically Braced Frames Based on Nonlinear Single Degree-of-Freedom Systems (opens in a new tab)

  11. Identification and Quantification of Nonlinear Behavior in a Disbonded Aluminum Honeycomb Panel using Single Degree-of-Freedom Models

    <p>There is not a complete understanding of how damage mechanisms in composite materials react to nondestructive testing inputs. A deeper understanding of composite damage mechanisms and their responses to external vibratory excitation is sought using nonlinear modeling of damping and stiffness …

    purdue-thes Repository record for Identification and Quantification of Nonlinear Behavior in a Disbonded Aluminum Honeycomb Panel using Single Degree-of-Freedom Models (opens in a new tab)

  12. Effect of Variation of the Systemic Parameters on the Structural Response of Single Degree of Freedom Systems Subjected to Incremental Dynamic Analysis

    This thesis presents the results of a study of the effect of variations of systemic parameters on the structural response of single degree of freedom systems subjected to Incremental Dynamic Analysis. The systemic parameters are mass, stiffness, damping, yield strength and geometric stiffness. Each …

    vt Repository record for Effect of Variation of the Systemic Parameters on the Structural Response of Single Degree of Freedom Systems Subjected to Incremental Dynamic Analysis (opens in a new tab)

  13. Analysis of various forced oscillation techniques for obtaining dynamic stability derivatives

    … derivatives for aircrafts at high angle of attack are described. From the general equations of motion of an aircraft in space, the perturbation equations of motion are derived for applying to a wind tunnel aircraft model. Data Reduction and test procedures for important dynamic tests are …

    vt Repository record for Analysis of various forced oscillation techniques for obtaining dynamic stability derivatives (opens in a new tab)

  14. Experiments to study seismic drift of reinforced concrete structures

    Earthquake-simulation tests of fifteen reinforced concrete single-degree-of-freedom systems were made to provide benchmark data for studying nonlinear drift response. Test variables included strength and initial period of the specimen, and frequency content and intensity of simulated earthquake …

    uiuc Repository record for Experiments to study seismic drift of reinforced concrete structures (opens in a new tab)

  15. Prediction of seismic design response spectra using ground characteristics

    … normalized response spectra are obtained for single-degree-of-freedom and massless oscillators. The effectiveness of the grouping scheme is examined by studying the variance of response quantities within each group. The implicit parameters of average frequency and significant duration are …

    vt Repository record for Prediction of seismic design response spectra using ground characteristics (opens in a new tab)

  16. Análise da estabilidade de métodos de integração passo a passo

    … between these two methods, when applied to a single degree of freedom system, is done.

    brazil-uerj Repository record for Análise da estabilidade de métodos de integração passo a passo (opens in a new tab)

  17. ΣΕΙΣΜΙΚΗ ΣΥΜΠΕΡΙΦΟΡΑ ΜΟΝΟΒΑΘΜΙΩΝ ΣΥΣΤΗΜΑΤΩΝ ΣΕ ΕΠΑΦΗ

    … INVESTIGATION CONCERNS THE SEISMIC RESPONSE OF ADJACENT BUILDINGS IN SERIES, HAVING SIMILAR OR DIFFERENT DYNAMIC CHARACTERISTICS, USING SINGLE-DEGREE-OF-FREEDOM (SDOF) SYSTEMS SUBJECTED TO A BASE MOTION. THE PHASE DIFFERENCE (DUE TO TRAVELLING SEISMIC WAVES) IN THE STARTING TIMES OF

    greece Repository record for ΣΕΙΣΜΙΚΗ ΣΥΜΠΕΡΙΦΟΡΑ ΜΟΝΟΒΑΘΜΙΩΝ ΣΥΣΤΗΜΑΤΩΝ ΣΕ ΕΠΑΦΗ (opens in a new tab)

  18. Coupled simulation of loading and response of columns under extreme events

    … loading depends on the shape and size of columns as well as on the intensity of the blast. Column's geometry - i.e., shape and size - influences the flow field around the column and consequently the flow field determines forces experienced by the column The main objective of this …

    njit Repository record for Coupled simulation of loading and response of columns under extreme events (opens in a new tab)

  19. Nonlinear Vibrations of Cantilever Beams and Plates

    A study of the nonlinear vibrations of metallic cantilever beams and plates subjected to transverse harmonic excitations is presented. Both experimental and theoretical results are presented. The primary focus is however on the transfer of energy between widely spaced modes via modulation. This …

    vt Repository record for Nonlinear Vibrations of Cantilever Beams and Plates (opens in a new tab)

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