| contributor author | V. N. Shah | |
| contributor author | C. B. Gilmore | |
| date accessioned | 2017-05-08T23:16:19Z | |
| date available | 2017-05-08T23:16:19Z | |
| date copyright | May, 1983 | |
| date issued | 1983 | |
| identifier issn | 0094-9930 | |
| identifier other | JPVTAS-28222#171_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/97539 | |
| description abstract | A modal superposition method for the dynamic analysis of a structure with Coulomb friction is presented. The finite element method is used to derive the equations of motion, and the nonlinearities due to friction are represented by pseudo-force vector. A structure standing freely on the ground may slide during a seismic event. The relative displacement response may be divided into two parts: elastic deformation and rigid body motion. The presence of rigid body motion necessitates the inclusion of the higher modes in the transient analysis. Three single degree-of-freedom problems are solved to verify this method. In a fourth problem, the dynamic response of a platform standing freely on the ground is analyzed during a seismic event. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Seismic Analysis of Structures With Coulomb Friction | |
| type | Journal Paper | |
| journal volume | 105 | |
| journal issue | 2 | |
| journal title | Journal of Pressure Vessel Technology | |
| identifier doi | 10.1115/1.3264260 | |
| journal fristpage | 171 | |
| journal lastpage | 178 | |
| identifier eissn | 1528-8978 | |
| tree | Journal of Pressure Vessel Technology:;1983:;volume( 105 ):;issue: 002 | |
| contenttype | Fulltext | |