Vibrations FreeForced UndampedDampedUndampedDamped.

Slides:



Advertisements
Similar presentations
1 Lecture D33 : Forced Vibration Spring Force k > 0 Dashpot c > 0 Newtons Second Law Equation of motion Forcing.
Advertisements

MEEG 5113 Modal Analysis Set 3.
Multi-degree of Freedom Systems Motivation: Many systems are too complex to be represented by a single degree of freedom model. Objective of this chapter:
Response Of Linear SDOF Systems To Harmonic Excitation
Circular Motion Example Problem 3: a t = f(t) A bead moves along a circular wire. Its speed increases at a = 2t – 4 m/s 2. Its initial (at t = 0) position.
ME 440 Intermediate Vibrations
Nazgol Haghighat Supervisor: Prof. Dr. Ir. Daniel J. Rixen
Dr. Adnan Dawood Mohammed (Professor of Mechanical Engineering)
ME 482: Mechanical Vibrations (062) Dr. M. Sunar.
Vibration Control 1) Control of Excitation Control of Vibration Source. Example: Balancing of Machines 3) Control of System Parameters Change of system.
Unit 6: Structural vibration An Introduction to Mechanical Engineering: Part Two Structural vibration Learning summary By the end of this chapter you should.
P247. Figure 9-1 p248 Figure 9-2 p251 p251 Figure 9-3 p253.
Mechanical and Electrical Vibrations. Applications.
1 Chapter 9 Differential Equations: Classical Methods A differential equation (DE) may be defined as an equation involving one or more derivatives of an.
Introduction to Structural Dynamics:
S1-1 SECTION 1 REVIEW OF FUNDAMENTALS. S1-2 n This section will introduce the basics of Dynamic Analysis by considering a Single Degree of Freedom (SDOF)
HOMEWORK 01C Eigenvalues Problem 1: Problem 2: Problem 3: Problem 4: Lecture 1 Problem 5: Problem 6:
Mechanical Vibrations Multi Degrees of Freedom System
MODULE 09 Inman chapter 5.
A PPLIED M ECHANICS Lecture 06 Slovak University of Technology Faculty of Material Science and Technology in Trnava.
Chapter 7. Free and Forced Response of Single-Degree-of-Freedom Linear Systems 7.1 Introduction Vibration: System oscillates about a certain equilibrium.
1 Lecture D32 : Damped Free Vibration Spring-Dashpot-Mass System Spring Force k > 0 Dashpot c > 0 Newton’s Second Law (Define) Natural Frequency and Period.
PAT328, Section 3, March 2001MAR120, Lecture 4, March 2001S14-1MAR120, Section 14, December 2001 SECTION 14 STRUCTURAL DYNAMICS.
Basic structural dynamics I Wind loading and structural response - Lecture 10 Dr. J.D. Holmes.
APPLIED MECHANICS Lecture 05 Slovak University of Technology
CHAPTER - 3 FORCED OSCILLATOR Mrs. Rama Arora Assoc. Professor Deptt. Of Physics PGGCG-11 Chandigarh.
Chapter 8 Vibration A. Free vibration  = 0 k m x
Response of MDOF structures to ground motion 1. If damping is well-behaving, or can be approximated using equivalent viscous damping, we can decouple.
Damped and Forced Oscillations
MODULE 08 MULTIDEGREE OF FREEDOM SYSTEMS. 2 Structure vibrating in a given mode can be considered as the Single Degree of Freedom (SDOF) system. Structure.
What is called vibration Analysis Design
Matakuliah : Dinamika Struktur & Teknik Gempa
Vibrations of Multi Degree of Freedom Systems A Two Degree of Freedom System: Equation of Motion:
Dynamics Primer Lectures Dermot O’Dwyer. Objectives Need some theory to inderstand general dynamics Need more theory understand the implementation of.
A Differential Equation is said to be linear if the dependent variable and its differential coefficient occur in it in the first degree only and are not.
Damped harmonic oscillator
2( ) 8x + 14y = 4 -12x – 14y = x = x = 4 8x + 14y = 4 8(4) + 14y = y = y = -28 ___ ___ y = -2 The solution is (4, -2)
Basics of Earthquakes Frequency
ME 440 Intermediate Vibrations
1 March 22, 2002Singapore, Elgamal Response Spectrum Ahmed Elgamal.
OSCILLATIONS spring pendulum.
Date of download: 10/1/2017 Copyright © ASME. All rights reserved.
Vibrations in undamped linear 2-dof systems
Introduction to Structural Dynamics
Roots and Zeros 5.7.
Equations of Motion: Kinetic energy: Potential energy: Sin≈
Date of download: 12/16/2017 Copyright © ASME. All rights reserved.
AAE 556 Aeroelasticity Lecture 18
Transient Vibration of SDOF Systems
BACK SOLUTION:
Part I – Basics (1) Geometric model: - interconnected model elements
Equations of Motion: Kinetic energy: Potential energy: Sin≈
ME321 Kinematics and Dynamics of Machines
3 General forced response
Mechanical Vibrations 2DoF Vibration Systems
WEEKS 8-9 Dynamics of Machinery
Forced Oscillations Damped
Equation Review Given in class 10/4/13.
ME321 Kinematics and Dynamics of Machines
قوانين برگزاري مناقصات و آيين نامه مالي و معاملاتي دانشگاه علوم پزشكي و خدمات بهداشتي ،درماني تهران
Equations of Motion: Kinetic energy: Potential energy: Sin≈
ME321 Kinematics and Dynamics of Machines
ME321 Kinematics and Dynamics of Machines
VIBRATION.
VIBRATION.
Equation Review.
Undamped Forced Oscillations
Oscillations Energies of S.H.M.
Force-SDOF.
Chapter 4 Transients See notes on the chalkboard and the figures that follow.
Presentation transcript:

Vibrations FreeForced UndampedDampedUndampedDamped

Transient Vibrations of Single Degree of Freedom Systems Single Degree of Freedom System with an applied force f(t): where f(t) can be of any form.

Equation of Motion: Solution:

Solution for a General Force F(t):

Example:

Excitations Changing at Discrete Times: A step force f(t) starting at t = 0:

A step force f(t) starting at t = t 0 : In general, we have the convolution integral:

Some Excitations Given in Figure 4.5:

Response of an Undamped Single-Degree-of-Freedom System:

Transient Motion due to Base Excitation: x: Displacement of system y: Displacement of base Equation of Motion : Defining z = x  y, we get Or,

Solution with Convolution Integral :