| contributor author | J. R. Banerjee | |
| contributor author | Professor of Structural Dynamics | |
| date accessioned | 2017-05-09T00:11:51Z | |
| date available | 2017-05-09T00:11:51Z | |
| date copyright | July, 2003 | |
| date issued | 2003 | |
| identifier issn | 1048-9002 | |
| identifier other | JVACEK-28866#351_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/129344 | |
| description abstract | This paper is concerned with the dynamic stiffness formulation and its application for a Bernoulli-Euler beam carrying a two degree-of-freedom spring-mass system. The effect of a two degree-of-freedom system kinematically connected to the beam is represented exactly by replacing it with equivalent stiffness coefficients, which are added to the appropriate stiffness coefficients of the bare beam. Numerical examples whose results are obtained by applying the Wittrick-Williams algorithm to the total dynamic stiffness matrix are given and compared with published results. Applications of the theory include the free vibration analysis of frameworks carrying two degree-of-freedom spring-mass systems. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Dynamic Stiffness Formulation and Its Application for a Combined Beam and a Two Degree-of-Freedom System | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 3 | |
| journal title | Journal of Vibration and Acoustics | |
| identifier doi | 10.1115/1.1569943 | |
| journal fristpage | 351 | |
| journal lastpage | 358 | |
| identifier eissn | 1528-8927 | |
| keywords | Degrees of freedom | |
| keywords | Stiffness | |
| keywords | Springs AND Free vibrations | |
| tree | Journal of Vibration and Acoustics:;2003:;volume( 125 ):;issue: 003 | |
| contenttype | Fulltext | |
