MIT Libraries logoDSpace@MIT

MIT
View Item 
  • DSpace@MIT Home
  • Faculty and Researchers
  • Crandall, Stephen H.
  • Research Publications
  • View Item
  • DSpace@MIT Home
  • Faculty and Researchers
  • Crandall, Stephen H.
  • Research Publications
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

Dynamic Response of Systems with Structural Damping

Author(s)
Crandall, Stephen H.
Thumbnail
DownloadCrandall, Oct. 1961.pdf (746.2Kb)
Metadata
Show full item record
Abstract
The response of simple vibratory systems containing structural damping is studied analytically when the excitation is an impulse and when the excitation is stationary random vibration. It is found that in a strict sense the assumption of ideal structural damping represents a physically unrealizable model because a small precursor response occurs before the application of an impulsive load. For stationary random excitation exact solutions for the mean square response are compared with approximate solutions obtained from two increasingly accurate "equivalent viscous" substitutes for structural damping.
Date issued
1961-10
URI
http://hdl.handle.net/1721.1/100708
Series/Report no.
Air Force Office of Scientific Research (AFOSR);1561

Collections
  • Research Publications

Browse

All of DSpaceCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

My Account

Login

Statistics

OA StatisticsStatistics by CountryStatistics by Department
MIT Libraries
PrivacyPermissionsAccessibilityContact us
MIT
Content created by the MIT Libraries, CC BY-NC unless otherwise noted. Notify us about copyright concerns.