| contributor author | J. Strenkowski | |
| contributor author | W. Pilkey | |
| date accessioned | 2017-05-08T23:06:03Z | |
| date available | 2017-05-08T23:06:03Z | |
| date copyright | September, 1979 | |
| date issued | 1979 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26125#685_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/91750 | |
| description abstract | In this paper a comprehensive theory is formulated for the dynamic response of structural members with a constitutive relation in the form of a hereditary integral. A modal approach is taken to uncouple the response due to an arbitrary excitation force and general nonhomogeneous surface tractions. The result of this theory is a general set of formulas which may be used for both nonself-adjoint and self-adjoint systems of governing equations of motion. This general formulation is applied to the specific cases of a Voigt-Kelvin beam and a viscoelastic circular plate. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Transient Response of Continuous Viscoelastic Structural Members | |
| type | Journal Paper | |
| journal volume | 46 | |
| journal issue | 3 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3424627 | |
| journal fristpage | 685 | |
| journal lastpage | 690 | |
| identifier eissn | 1528-9036 | |
| keywords | Structural elements (Construction) | |
| keywords | Transients (Dynamics) | |
| keywords | Equations of motion | |
| keywords | Dynamic response | |
| keywords | Formulas AND Force | |
| tree | Journal of Applied Mechanics:;1979:;volume( 046 ):;issue: 003 | |
| contenttype | Fulltext | |