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Estudio del comportamiento no-lineal de columns tubulares rellenas de hormigón frente a cargas laterales

descriptionPublicationkeyboard_double_arrow_right Master thesis 01 Jan 2018 Spain Spanish Publisher:Universitat Politècnica de Catalunya
Authors: Pérez Montes, Leonardo;

handle: 2117/118342

Estudio del comportamiento no-lineal de columns tubulares rellenas de hormigón frente a cargas laterales

Abstract

Los elementos diagonales se emplean para aumentar la rigidez en edificios de altura o en forjados horizontales de grandes luces, formando celosías. Cuando estos elementos forman parte del sistema disipador en un evento sísmico, se producen lazos de histéresis asimétricos, debido a la diferencia del comportamiento en tracción y compresión, donde eventualmente se alcanza el pandeo después de plastificar. En esta tesina se estudia el comportamiento sísmico de estructuras con estas diagonales y se aportarán recomendaciones para el proyecto basado en control de daño.

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Spain
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Keywords

:Enginyeria civil [Àrees temàtiques de la UPC], Iron and steel, Building, Iron and steel, Building, Strength of materials, Estructures metàl•liques, Resistència de materials, Àrees temàtiques de la UPC::Enginyeria civil

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selected citations
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This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
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popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
BIP!Influence provided by BIP!
impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
BIP!Impulse provided by BIP!
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