Show simple item record

contributor authorBrian M. McDonald
contributor authorAlain H. Peyrot
date accessioned2017-05-08T20:52:54Z
date available2017-05-08T20:52:54Z
date copyrightMarch 1988
date issued1988
identifier other%28asce%290733-9445%281988%29114%3A3%28693%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30301
description abstractA new method for the analysis of cables that may roll on sheaves is presented. Implicit in this method is the use of a new pulley element which can model a finite length of cable supported somewhere along its length by a pulley. The pulley element simplifies computations by automatically adjusting the proportion of cable on each side of a sheave in order to maintain equilibrium. This is useful for converging to a static solution as well as tracking cable translations during a dynamic simulation. This paper describes the algorithms used by the pulley element and presents examples that utilize the element in static applications.
publisherAmerican Society of Civil Engineers
titleAnalysis of Cables Suspended in Sheaves
typeJournal Paper
journal volume114
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1988)114:3(693)
treeJournal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record