'Damping ratio' diaporamas de présentation

Design with Root Locus

Design with Root Locus. Lecture 9. Objectives for desired response. Improving transient response Percent overshoot, damping ratio, settling time, peak time Improving steady-state error Steady state error. Gain adjustment.

1.33k views • 54 slides

INC341 Design with Root Locus

INC341 Design with Root Locus. Lecture 9. 2 objectives for desired response. Improving transient response Percent overshoot, damping ratio, settling time, peak time Improving steady-state error Steady state error. Gain adjustment.

742 views • 48 slides

Tuned Mass Damper on a concrete stack Experience after one year of site measurement

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LINEAR CONTROL SYSTEMS

LINEAR CONTROL SYSTEMS. Ali Karimpour Associate Professor Ferdowsi University of Mashhad. Topics to be covered include : Time domain design of the lead and lag controllers. Design of lag controllers. Design of lead controllers. Lecture 17. Time domain design of control systems.

327 views • 29 slides

CABLE-STAYED BRIDGE SEISMIC ANALYSIS USING ARTIFICIAL ACCELEROGRAMS Roman Guzeev, Ph.D.

CABLE-STAYED BRIDGE SEISMIC ANALYSIS USING ARTIFICIAL ACCELEROGRAMS Roman Guzeev, Ph.D. Institute Giprostroymost-Saint-Petersburg Russian Federation http: // www.gpsm.ru. 1. The Eastern Bosporus bridge, Vladivostok, Russia. 2. Presentation of the Response spectrum in national codes. 3.

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249 views • 24 slides

Steady of State Space Model

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Overview

Overview. Introduction and Motivation Mathematical Model Numerical solution method Results Conclusions. Introduction and Motivation. Introduction and Motivation. Vibratory system. Introduction and Motivation. Introduction and Motivation. Vibro-impact system. Disk. Stator.

367 views • 22 slides

Overview

Overview. Introduction and Motivation Mathematical Model Numerical solution method Results Conclusions. Introduction and Motivation. Introduction and Motivation. Vibratory system. Introduction and Motivation. Introduction and Motivation. Vibro-impact system. Disk. Stator.

223 views • 22 slides

Matthew S. Allen Jerry H. Ginsberg Georgia Institute of Technology George W. Woodruff School of

On the Accuracy of Modal Parameters Identified from Exponentially Windowed, Noise Contaminated Impulse Responses for a System with a Large Range of Decay Constants. Matthew S. Allen Jerry H. Ginsberg Georgia Institute of Technology George W. Woodruff School of Mechanical Engineering

369 views • 21 slides

Measuring Natural Frequency and Non-Linear Damping on Oscillating Micro Plates

Albuquerque, NM, USA. Measuring Natural Frequency and Non-Linear Damping on Oscillating Micro Plates. Hartono Sumali. ICEM 13 Alexandroupolis, Greece July 1-5, 2007.

380 views • 19 slides

Frequency Response Analysis

Frequency Response Analysis. Chapter 8. Outline. Segway from earlier work Fundamental Theorem of Linear Systems Graphical representations of TFs Bode Diagrams (Section 8.2) Bode Diagrams with Matlab (Section 8.3)

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Matematika Pertemuan 15

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2.1 Step response:

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