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Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

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MULTI DEGREE OF FREEDOM SYSTEM Equation of Motion, Problem Statement & Solution Methods Pertemuan 16. Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774. MDOF Systems. Topics: Introduction to Multi DOF Systems Close Coupled Systems Far Coupled Systems - PowerPoint PPT Presentation

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Page 1: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774
Page 2: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

MULTI DEGREE OF FREEDOM SYSTEM Equation of Motion, Problem Statement &

Solution MethodsPertemuan 16

Matakuliah : Dinamika Struktur & Teknik GempaTahun : S0774

Page 3: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

MDOF SystemsTopics:• Introduction to Multi DOF Systems• Close Coupled Systems• Far Coupled Systems• Orthogonality of Mode Shapes• Modal Analysis

– Undamped Analysis– Damped Analysis– Forced Vibration

Page 4: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Introduction Continuous Systems

• Any Mechanical System is Continuous in Mass and Stiffness Properties• Some Systems e.g. Turbine Blade Better Modeled as Distributed then Lumped• Partial Differential Equations• Solutions are Simpler and Accurate compared to MDOF System• Strings, Bars, Rods & Beams

Page 5: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Introduction Continuous Systems

Radial Drilling machine Modeled as MDOF System

Page 6: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

MDOF SystemsTopics:• Introduction to Multi DOF Systems• Close Coupled Systems• Far Coupled Systems• Orthogonality of Mode Shapes• Modal Analysis

– Undamped Analysis– Damped Analysis– Forced Vibration

Page 7: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Close Coupled Systems

Mass Matrix

Page 8: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Close Coupled Systems

Free Vibrations

Page 9: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Close Coupled Systems

Eigen Value Problem

21

2

2n

pp

p

11 12

21

nn

X XX X

X

Natural Frequencies

Mode Shapes

Page 10: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Close Coupled Systems

Page 11: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

MDOF SystemsTopics:• Introduction to Multi DOF Systems• Close Coupled Systems• Far Coupled Systems• Orthogonality of Mode Shapes• Modal Analysis

– Undamped Analysis– Damped Analysis– Forced Vibration

Page 12: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Far Coupled Systems

Influence Coefficient Method

Page 13: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Far Coupled Systems

Page 14: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

MDOF SystemsTopics:• Introduction to Multi DOF Systems• Close Coupled Systems• Far Coupled Systems• Orthogonality of Mode Shapes• Modal Analysis

– Undamped Analysis– Damped Analysis– Forced Vibration

Page 15: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Orthogonality of Mode Shapes

Mode rMode s

2

T

T

U M U I

U K U

[U] is Orthonormal Modal Matrix

Page 16: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

MDOF SystemsTopics:• Introduction to Multi DOF Systems• Close Coupled Systems• Far Coupled Systems• Orthogonality of Mode Shapes• Modal Analysis

– Undamped Analysis– Damped Analysis– Forced Vibration

Page 17: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Modal Analysis

Modal Analysis is a Powerful Tool to Determine the Free and Forced Vibrationsof MDOF systems

We can Consider Physical MDOF system to be replaced by several SDOFSystems, each SDOF system representing one Specific Natural Mode

This process of determining the modal masses and stiffness in each modeOf Vibration of a MDOF and determine the response in each of the modes toDetermine the Total Behavior is Modal Analysis

General Response can be written as:

Page 18: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Modal AnalysisUndamped Analysis

Page 19: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Modal AnalysisUndamped Analysis

Page 20: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Modal AnalysisDamped Analysis

Proportional Damping Decoupled Governing Equations

Page 21: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Modal AnalysisDamped Analysis

Rigid Body mode

For Non Rigid Body Modes

Page 22: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Modal AnalysisDamped Analysis

Page 23: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Modal AnalysisForced Vibration For Harmonic Excitation

Steady State Solution

Page 24: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Assignment

1

Page 25: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Assignment

2

Page 26: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Assignment

An automobile has an instrument of mass 200kg mounted on its chassis using an isolator of stiffness 580kN/m. The chassis has a mass of 1200kg and is sprung on the wheel axle through suspension of total stiffness 80kN/m. The axle has a mass of 220kg and tyre stiffness is 1000kN/m. Model the automobile as a three mass system with instrument, chassis and axle mass.

For the sake of quick assessment of vibratory response of the automobile, remodel the above system as a two mass system and then using a modal analysis approach, find the response of the instrument mounted on the chassis after the automobile encountered a step bump of 5cm.

3

Page 27: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Assignment

Mc = 1200 kg Kc1 = 35kN/m

4

Page 28: Matakuliah: Dinamika Struktur & Teknik Gempa Tahun: S0774

Thank You