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Artigo em En | Desastres | ID: des-11249

RESUMO

The finite beam element with the use of the adaptively shifted integration (ASI) technique is suitable for elastic-plastic analyses of framed structures, because a plastic hinge can be set at an appropriate position. In this paper the ASI technique is applied to a degenerated Timoshenko beam element that is generally used. The developed element is applied to the analyses of the steel damper for base isolation systems of large scale buildings (AU)


Assuntos
Terremotos , Comportas , Aço , Métodos de Análise , Simulação por Computador , Métodos
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