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Experimental analysis of the thermohygrometric effects on the dynamic behavior of adobe systems
Indexado
WoS WOS:000466821900014
Scopus SCOPUS_ID:85062414216
DOI 10.1016/J.CONBUILDMAT.2019.02.140
Año 2019
Tipo artículo de investigación

Citas Totales

Autores Afiliación Chile

Instituciones Chile

% Participación
Internacional

Autores
Afiliación Extranjera

Instituciones
Extranjeras


Abstract



Through long-term monitoring, modal parameters identified in-situ can provide important information about the safety state of civil buildings and infrastructures. Unfortunately, structures are subjected to changing environmental conditions that can mask variations in the dynamic properties caused by damage and, therefore, lead to an incorrect condition assessment. The quantification of the influence of environmental conditions on modal parameters is a crucial step to eliminate their interference in a safety evaluation. Under current state-of-the-art considerations, this step is still an open challenge because environmental variables are time-dependent non-uniform quantities that have different influences on structural systems depending on the predominant material. In this paper, the effects of ambient temperature and humidity on the dynamic properties of earthen constructions are investigated using laboratory tests. A dynamic monitoring system was successfully implemented on adobe walls of different thicknesses to examine the influence of seasonal and daily variations of temperature and humidity. Three 1:1 scale adobe masonry walls were built and exposed to ambient conditions for 240 days. Temperature and humidity variations on the exterior, as well as in the inner walls, were continuously recorded together with the dynamic behavior using ambient vibration. The results provide useful insights on the influence of thermohygrometric parameters on the dynamic properties of adobe systems. The seasonal results indicate unclear correlations of ambient parameters and environmental variables. On the other hand, at a daily scale, the results indicate the existence of a clear relationship between inner measurements and dynamic properties. Moreover, the results indicate the existence of a delayed effect of external ambient parameters in the dynamic behavior of earthen systems. (C) 2019 Elsevier Ltd. All rights reserved.

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Disciplinas de Investigación



WOS
Construction & Building Technology
Engineering, Civil
Materials Science, Multidisciplinary
Scopus
Civil And Structural Engineering
Building And Construction
Materials Science (All)
SciELO
Sin Disciplinas

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Publicaciones WoS (Ediciones: ISSHP, ISTP, AHCI, SSCI, SCI), Scopus, SciELO Chile.

Colaboración Institucional



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Autores - Afiliación



Ord. Autor Género Institución - País
1 Zonno, Giacomo - Pontificia Universidad Católica del Perú - Perú
2 Lourenco, Paulo B. Hombre PUCP - Perú
Univ Minho - Portugal
Pontificia Universidad Católica del Perú - Perú
Universidade do Minho - Portugal
3 BOROSCHEK-KRAUSKOPF, RUBEN LUIS Hombre Universidad de Chile - Chile
4 Lourenco, Paulo B. Hombre PUCP - Perú
Univ Minho - Portugal
Pontificia Universidad Católica del Perú - Perú
Universidade do Minho - Portugal

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Citas identificadas: Las citas provienen de documentos incluidos en la base de datos de DATACIENCIA

Citas Identificadas: 15.0 %
Citas No-identificadas: 85.0 %

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Citas identificadas: Las citas provienen de documentos incluidos en la base de datos de DATACIENCIA

Citas Identificadas: 15.0 %
Citas No-identificadas: 85.0 %

Financiamiento



Fuente
Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica
ELARCH program
Pontificia Universidad Catolica del Peru
Directorate of Research Management at PUCP
program Cienciactiva from CONCYTEC
Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica

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Agradecimientos



Agradecimiento
This research was performed by the Engineering & Heritage research group at PUCP with collaboration from the Department of Structural Engineering of the University of Minho in Portugal, and the Department of Civil Engineering at the University of Chile. The authors would like to acknowledge the Directorate of Research Management at PUCP (project No 349-2016) for funding this research. Complementary funding was also received from the program Cienciactiva from CONCYTEC in the framework of the Contract No 222-2015. The first author gratefully acknowledges ELARCH program for the scholarship in support of his PhD studies (Project Reference number: 552129-EM-1-2014-1-IT-ERA MUNDUS-EMA21). The authors acknowledge the contribution of the MEng Rick Delgadillo to the indispensable laboratory work presented in this paper.
This research was performed by the Engineering & Heritage research group at PUCP with collaboration from the Department of Structural Engineering of the University of Minho in Portugal, and the Department of Civil Engineering at the University of Chile. The authors would like to acknowledge the Directorate of Research Management at PUCP (project N° 349-2016 ) for funding this research. Complementary funding was also received from the program Cienciactiva from CONCYTEC in the framework of the Contract N ° 222-2015 . The first author gratefully acknowledges ELARCH program for the scholarship in support of his PhD studies (Project Reference number: 552129-EM-1-2014-1-IT-ERA MUNDUS-EMA21). The authors acknowledge the contribution of the MEng Rick Delgadillo to the indispensable laboratory work presented in this paper.

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