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contributor authorAik‐Siong Koh
contributor authorChin‐Min Hsiung
date accessioned2017-05-08T22:35:29Z
date available2017-05-08T22:35:29Z
date copyrightJanuary 1991
date issued1991
identifier other%28asce%290733-9399%281991%29117%3A1%2819%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83197
description abstractBlock objects, standing on a shaking foundation, will tend to rock and possibly uplift. Rocking of buildings in earthquakes are of particular interest because human lives and high costs are at stake. Most previous studies on rocking are limited to two‐dimensional motion for simplicity. The theory of a new model, which includes three‐dimensional rocking, rolling, and uplift of a rigid cylinder subjected to ground motion, is put forth in the companion paper. This paper describes a numerical example of the new model. Computer simulations show that 3‐D motion is significant under earthquake‐like excitations. When rocking is predominantly 2‐D, high spikes in accelerations and internal stresses are produced in the structure. The model that allows uplift is compared with the model that does not allow uplift. It is determined that restricting uplift can introduce higher stresses and accelerations inside the structure.
publisherAmerican Society of Civil Engineers
titleBase Isolation Benefits of 3‐D Rocking and Uplift. II: Numerical Example
typeJournal Paper
journal volume117
journal issue1
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1991)117:1(19)
treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 001
contenttypeFulltext


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