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contributor authorA. S. Mokha
contributor authorM. C. Constantinou
contributor authorA. M. Reinhorn
date accessioned2017-05-08T20:54:51Z
date available2017-05-08T20:54:51Z
date copyrightJanuary 1993
date issued1993
identifier other%28asce%290733-9445%281993%29119%3A1%28240%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31547
description abstractThe writers presented in an earlier paper a mathematical model of friction of sliding bearings under conditions of compression and bidirectional motion. The model could account for the dependence of the coefficient of friction on the velocity and direction of sliding. The model was capable of reproducing the behavior observed in experiments with unidirectional motion, however, no experimental validation of the model was provided for bidirectional motion. The present paper presents experimental results on Teflon sliding bearings under simultaneous compression and high velocity bidirectional motion that provide a complete verification of the presented model. Furthermore, the experimental results show the existence of bidirectional interaction between the orthogonal components of the frictional force at the bearing interface. The importance of these effects is studied in the analysis of an isolated structure. The structure is subjected to a number of pairs of horizontal earthquake excitation components that are representative of seismic zone 4, soil type
publisherAmerican Society of Civil Engineers
titleVerification of Friction Model of Teflon Bearings under Triaxial Load
typeJournal Paper
journal volume119
journal issue1
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1993)119:1(240)
treeJournal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 001
contenttypeFulltext


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