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contributor authorDionisio Bernal
date accessioned2017-05-08T20:54:04Z
date available2017-05-08T20:54:04Z
date copyrightFebruary 1991
date issued1991
identifier other%28asce%290733-9445%281991%29117%3A2%28530%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31056
description abstractThe calculation of time‐step sizes to prevent interstep events in multilinear problems is addressed. The treatment is restricted to the Newmark‐Beta family of implicit integration methods. Closed‐form equations in the fractional steps are derived for single‐degree‐of‐freedom (SDOF) systems. Explicit solutions are, however, not feasible because the equations are cubic. Numerical results indicate that the location of events can lead to marked improvements in accuracy, when compared to solutions that handle the nonlinear error at the ends of the time steps. It is contended that the derivation of closed‐form expressions for the substep sizes, in general multidegree‐of‐freedom (MDOF) systems, is precluded by coupling. Identification of the steps that contain events is prerequisite to any event location technique. In this regard, it is shown that a customary test to detect unloading, based on incremental hinge rotations, sometimes fails. An approach that does not suffer from the identified shortcoming is presented. The numerical stability characteristics of an approximate event location strategy based on interpolation is examined using an energy approach. It is shown that the constant‐average‐acceleration method does not satisfy the requirements for unconditional stability when the events are interpolated.
publisherAmerican Society of Civil Engineers
titleLocating Events in Step‐by‐Step Integration of the Equations of Motion
typeJournal Paper
journal volume117
journal issue2
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1991)117:2(530)
treeJournal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 002
contenttypeFulltext


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