DOI: 10.4995/thesis/10251/63225
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Análisis Experimental De Soportes De Hormigón De Altas Prestaciones Sometidos a Compresión Y Carga Lateral Cíclica

Abstract: AgradecimientosQuisiera dedicar mis primeras palabras a todos aquellos que habéis compartido conmigo los distintos momentos vividos en la realización de este trabajo que, como en la vida, han sido muchos y muy diversos, buenos y malos, y en todo caso enriquecedores. Con estas palabras comienzo a redactar la parte más difícil de este trabajo, ya que he tenido la gran suerte de sentirme acompañada, apoyada y comprendida en cada fase. Es inevitable dejarme a alguien en el tintero, no por su menor relevancia, sino… Show more

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Cited by 2 publications
(7 citation statements)
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“…f A : austenite to martensite starting stress (MPa). Regarding concrete types, in Castro [28] and Pereiro-Barceló et al [48], the whole specimen was made of UHPC. In Pereiro-Barceló et al [49], two types of concrete were used: UHPC and high-strength concrete (HSC) with no fibers.…”
Section: Summary Of Experimental Resultsmentioning
confidence: 99%
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“…f A : austenite to martensite starting stress (MPa). Regarding concrete types, in Castro [28] and Pereiro-Barceló et al [48], the whole specimen was made of UHPC. In Pereiro-Barceló et al [49], two types of concrete were used: UHPC and high-strength concrete (HSC) with no fibers.…”
Section: Summary Of Experimental Resultsmentioning
confidence: 99%
“…The longitudinal reinforcement ratio (ρl) was 1.16%. This reinforcement was made entirely of steel in the Castro [28] specimens. In Pereiro-Barceló et al [48,49], the steel rebars connecting the stub and the rest of the column were replaced by smooth NiTi bars.…”
Section: Summary Of Experimental Resultsmentioning
confidence: 99%
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