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| 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
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.
| Ord. | Autor | Género | Institución - País |
|---|---|---|---|
| 1 | Zonno, Giacomo | - |
Pontificia Universidad Católica del Perú - Perú
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| 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
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| 4 | Lourenco, Paulo B. | Hombre |
PUCP - Perú
Univ Minho - Portugal Pontificia Universidad Católica del Perú - Perú Universidade do Minho - Portugal |
| Fuente |
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| 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, TecnologÃa e Innovación Tecnológica |
| Agradecimiento |
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| 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. |