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contributor authorHarry W. Shenton III
date accessioned2017-05-08T22:38:02Z
date available2017-05-08T22:38:02Z
date copyrightJuly 1996
date issued1996
identifier other%28asce%290733-9399%281996%29122%3A7%28690%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84450
description abstractThe 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.
publisherAmerican Society of Civil Engineers
titleCriteria for Initiation of Slide, Rock, and Slide-Rock Rigid-Body Modes
typeJournal Paper
journal volume122
journal issue7
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1996)122:7(690)
treeJournal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 007
contenttypeFulltext


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