Seismic behavior of asymmetric structures supported on TCFP bearings subjected to simplified near-fault pulses

In this paper the effects of mass eccentricity of superstructure as well as stiffness eccentricity of isolators on the amplification of seismic responses of base-isolated structures are investigated. Superstructures with 3, 6 and 9 stories and aspect ratios equal to 1, 2 and 3 are mounted on a Tripl...

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Autores principales: Hamed Tajammolian, Faramarz Khoshnoudian
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2017
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Acceso en línea:https://doaj.org/article/e60ffc223e9048409371e706e7d6e634
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