Criteria for Initiation of Slide, Rock, and Slide-Rock Rigid-Body ModesSource: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 007Author:Harry W. Shenton III
DOI: 10.1061/(ASCE)0733-9399(1996)122:7(690)Publisher: American Society of Civil Engineers
Abstract: The motion of a plane rigid body that rests unrestrained on a rigid foundation that is accelerating is described by five modes of response: rest, slide, rock, slide-rock, and free flight. Determining the correct initial mode of response is essential to the analysis of the generalized behavior. In the past it has been generally assumed that only a slide or rock mode can be initiated from rest. It is demonstrated in the present paper that a slide-rock mode can also be initiated from rest. Criteria governing the initiation of the slide, rock, and slide-rock modes are derived. Results show that it is incorrect to assume that a rock mode ensues if static friction is simply greater than the width-to-height ratio of the body; a slide-rock mode is initiated when friction is greater than the width-to-height ratio, but less than a critical value that is a function of the ground acceleration. The friction required to initiate a rock mode increases with ground acceleration, as would be expected. The results demonstrate a more natural transition of the governing mode of response, from sliding to slide-rock and finally to pure rocking, as friction is increased for a given foundation acceleration. The analysis is restricted to a rectangular block, assuming Coulomb friction and horizontal ground acceleration.
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| contributor author | Harry W. Shenton III | |
| date accessioned | 2017-05-08T22:38:02Z | |
| date available | 2017-05-08T22:38:02Z | |
| date copyright | July 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9399%281996%29122%3A7%28690%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84450 | |
| description abstract | The motion of a plane rigid body that rests unrestrained on a rigid foundation that is accelerating is described by five modes of response: rest, slide, rock, slide-rock, and free flight. Determining the correct initial mode of response is essential to the analysis of the generalized behavior. In the past it has been generally assumed that only a slide or rock mode can be initiated from rest. It is demonstrated in the present paper that a slide-rock mode can also be initiated from rest. Criteria governing the initiation of the slide, rock, and slide-rock modes are derived. Results show that it is incorrect to assume that a rock mode ensues if static friction is simply greater than the width-to-height ratio of the body; a slide-rock mode is initiated when friction is greater than the width-to-height ratio, but less than a critical value that is a function of the ground acceleration. The friction required to initiate a rock mode increases with ground acceleration, as would be expected. The results demonstrate a more natural transition of the governing mode of response, from sliding to slide-rock and finally to pure rocking, as friction is increased for a given foundation acceleration. The analysis is restricted to a rectangular block, assuming Coulomb friction and horizontal ground acceleration. | |
| publisher | American Society of Civil Engineers | |
| title | Criteria for Initiation of Slide, Rock, and Slide-Rock Rigid-Body Modes | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 7 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1996)122:7(690) | |
| tree | Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 007 | |
| contenttype | Fulltext |