| contributor author | J. Strenkowski | |
| contributor author | W. Pilkey | |
| date accessioned | 2017-05-08T23:04:02Z | |
| date available | 2017-05-08T23:04:02Z | |
| date copyright | December, 1978 | |
| date issued | 1978 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-26103#877_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/90591 | |
| description abstract | A comprehensive theory is presented for the dynamic response of continuous structural members with viscous damping using a modal analysis. The theoretical development provides a concise set of formulas that may be used for any structural member for which the equations of motion are known. These formulas are appropriate for both self-adjoint and nonself-adjoint systems of equations, which may include viscous damping, nonhomogeneous boundary and in-span conditions, and arbitrary forcing functions. The axisymmetric transient response of a thick elastic cylindrical shell subjected to displacement boundary conditions is included to demonstrate the usefulness of the general formulation in uncoupling the response of complex structural members. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Transient Response of Continuous Elastic Structures With Viscous Damping | |
| type | Journal Paper | |
| journal volume | 45 | |
| journal issue | 4 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3424435 | |
| journal fristpage | 877 | |
| journal lastpage | 882 | |
| identifier eissn | 1528-9036 | |
| keywords | Damping | |
| keywords | Transients (Dynamics) | |
| keywords | Formulas | |
| keywords | Structural elements (Construction) | |
| keywords | Functions | |
| keywords | Equations of motion | |
| keywords | Pipes | |
| keywords | Boundary-value problems | |
| keywords | Displacement | |
| keywords | Dynamic response AND Equations | |
| tree | Journal of Applied Mechanics:;1978:;volume( 045 ):;issue: 004 | |
| contenttype | Fulltext | |
