| contributor author | Robert H. Allen | |
| contributor author | X. Duan | |
| date accessioned | 2017-05-08T20:55:59Z | |
| date available | 2017-05-08T20:55:59Z | |
| date copyright | July 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9445%281995%29121%3A7%281146%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32279 | |
| description abstract | We report on the free and harmonically forced vibration responses of a rigid block rotating on a rigid surface. For free vibration, we compare the approximate quarter period for an initially open block with the exact quarter period, which we derive to be an elliptic integral of the first kind. The difference between the two periods increases as a block becomes less slender; however, the approximate solution improves as a function of an increasing initial rotation. The maximum error is 2.0% for a single segment of rotation for practical geometries. For harmonic excitation, we compare ensembles of time histories for linear and nonlinear responses. The poorly conditioned nature of the system emerges prominently when very small amplitude (
<10 | |
| publisher | American Society of Civil Engineers | |
| title | Effects of Linearizing on Rocking-Block Toppling | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1995)121:7(1146) | |
| tree | Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 007 | |
| contenttype | Fulltext | |