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## Fundamentals of Vibrations

by: Celine Senger

28

0

6

# Fundamentals of Vibrations 058 153

Marketplace > University of Iowa > Mechanical Engineering > 058 153 > Fundamentals of Vibrations
Celine Senger
UI
GPA 3.99

Staff

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COURSE
PROF.
Staff
TYPE
Class Notes
PAGES
6
WORDS
KARMA
25 ?

## Popular in Mechanical Engineering

This 6 page Class Notes was uploaded by Celine Senger on Friday October 23, 2015. The Class Notes belongs to 058 153 at University of Iowa taught by Staff in Fall. Since its upload, it has received 28 views. For similar materials see /class/228095/058-153-university-of-iowa in Mechanical Engineering at University of Iowa.

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Date Created: 10/23/15
5358 153 Lecture 3 Fundamental of Vibration Lecture 3 Discrete Models Reading materials Sections 19 110 1 Introduction an Equations ofmotion can also be denved via energy methods 2 Spring in series and in parallel W 5358 153 Lecture 3 Fundamental ofVlbrauon 3 Mass dropping on a Splingmass system I h 5358 153 Lecture 3 Fundamental ofVlbratlon 4 A two degree of freedom system gtyx gtyz k 4107 k3 gm 1 k l W WE Lsmg igsgt E 5 Equivalent SprungMass systems for framed stmctures 394 1 multidegree offreedom springmass systems W L c L u u u u c L L On 39a c L 39 a mnremmced as u u Ll mass is lumped 5358 153 Lecture 3 Fundamental ofVibration 6 Shafts subjected to axial forces and torques l L 1 mm a 1 1m aLn L H a39 4 k 243 k3EI abl 23L8a b39 5358 153 Lecture 3 Fundamental of Vibration 8 Frames Optional O Simpli ed model of building frame considers lateral dynamic forces c ia 39 39 39 n r1 ihpmfmp girders horizontal beams are ngid Thus the number of degrees of freedom for dynamic analysis is equal to the number of stori es in the frame O 39 39 a n i theframes weight ofthe girders and halfthe weight ofthe columns and walls from the story above and below O in i i story aRigidframe 5358 153 Lecture 3 Fundamental of berauon 0 Example 1 39 MIC I u lUl frame 39 gure 39 39 1332 in and E 30e61bin2 6095f zo sf 121320 1 151 H 9m 3 WW I 1 I gt5 F2 10 Sf IXHZO f A a

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