Elastic - plastic analysis of steel damper by using degenerated Timoshenko beam element based on the ASI technique
Bulletin of Earthquake Resistant Structure Research Center
; (30): 59-68, Mar. 1997. ilus, tab
Artigo
em En
| Desastres
| ID: des-11249
Biblioteca responsável:
CR3.1
Localização: CR3.1; DES
ABSTRACT
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)
Coleções:
Bases de dados temática
Base de dados:
Desastres
Assunto principal:
Aço
/
Comportas
/
Terremotos
Idioma:
Inglês
Revista:
Bulletin of Earthquake Resistant Structure Research Center
Ano de publicação:
1997
Tipo de documento:
Artigo