Transient Response of Continuous Elastic Structures.

reportActive / Technical Report | Accession Number: ADA037001 | Open PDF

Abstract:

A general theory for the dynamic response of linear damped continuous structured members is formulated with a modal analysis. The theory applies to elastic or viscoelastic solids. Proportional and non-proportional damping are included. Author

Author(s):
Pilkey, W. ; Strenkowski, J.
Author Organization(s):
VIRGINIA UNIV CHARLOTTESVILLE DEPT OF MECHANICAL ENGINEERING
Descriptive Note:
Technical rept.,
Pagination:
0072

Security Markings

DOCUMENT & CONTEXTUAL SUMMARY

Distribution:
Approved For Public Release

RECORD

Collection: TR
Identifying Numbers
Report Number(s):
UVA/525303/ME77/101
Contract/Grant Number(s):
N00014-75-C-0374
 Subject Terms
Joint Capability Areas:
JCA_5.3_Planning; JCA_5_Command and Control; JCA_1.2.3_Educating; JCA_4.6_Engineering; JCA_4.7.2_Installation Services; JCA_4.7_Base and Installations Support; JCA_1.2.5_Lessons Learned; JCA_4_Logistics; JCA_1.3.2_Personnel Management
Communities of Interest:
Biomedical
Descriptor(s):
*STRUCTURAL RESPONSE, TRANSIENTS, DYNAMIC RESPONSE, VISCOELASTICITY, THEORY, DAMPING, EIGENVALUES, VARIATIONS, VISCOSITY, HYSTERESIS, STRUCTURAL COMPONENTS
Field(s)/Group(s):
Structural Engineering and Building Technology, Mechanics
Keyword(s):
WUNR064542
Report Date:
1977 Feb 01