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Analysis of the long and short-term effects of temperature and humidity on the structural properties of adobe buildings using continuous monitoring
Indexado
WoS WOS:000482518700022
Scopus SCOPUS_ID:85067282778
DOI 10.1016/J.ENGSTRUCT.2019.109299
Año 2019
Tipo artículo de investigación

Citas Totales

Autores Afiliación Chile

Instituciones Chile

% Participación
Internacional

Autores
Afiliación Extranjera

Instituciones
Extranjeras


Abstract



The analysis of the evolution of modal properties and its relationship with changes in environmental properties (i.e. ambient temperature and relative humidity) is of high importance since their effects along time can mask the influence of structural damage. While structural monitoring studies to assess the relationship between modal parameters and environmental conditions are abundantly available for modern materials constructions (i.e. concrete or steel), very few studies are reported for adobe buildings. The present paper focuses on the study of the short and long-term structural behavior of existing adobe buildings through the long-term monitoring of ambient vibration and environmental conditions. With this purpose, the paper describes in detail the case study of the San Pedro Apostol Church of Andahuaylillas located in Cusco, inside the Andean region of Peru, a 16th-century church considered as a masterpiece of South American baroque architecture. The paper starts with a historical, architectural, and structural description of the case study. Then, it describes the implementation of a long-term monitoring system of ambient vibration and environmental variables, as well as the results of almost one year of continuous monitoring process. Finally, the obtained results of natural frequencies are correlated with ambient parameters, demonstrating different timescale influences in the modal properties due to daily and seasonal variations of the environmental conditions.

Revista



Revista ISSN
Engineering Structures 0141-0296

Métricas Externas



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Disciplinas de Investigación



WOS
Engineering, Civil
Scopus
Civil And Structural Engineering
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 Hombre 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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Origen de Citas Identificadas



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

Citas Identificadas: 2.63 %
Citas No-identificadas: 97.37 %

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

Citas Identificadas: 2.63 %
Citas No-identificadas: 97.37 %

Financiamiento



Fuente
Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica
Fondo Nacional de Desarrollo Científico, Tecnológico y de Innovación Tecnológica
ELARCH program
program Cienciactiva-CONCYTEC
Pontificia Universidad Catolica del Peru PUCP and its funding office DGI-PUCP
Programa Regional STICAMSUD
Pontificia Universidad Catolica del Peru
DGI-PUCP
Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica
Pontificia Universidad Católica del Perú

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Agradecimientos



Agradecimiento
The present work was carried out by the Engineering and Heritage research group at PUCP in collaboration with the Civil Engineering Departments of the University of Chile and the University of Minho. The present work was developed thanks to the funding provided by the program Cienciactiva-CONCYTEC in the framework of the Contract No 222-2015-FONDECYT. Complementary funding was also received from the Pontificia Universidad Catolica del Peru PUCP and its funding office DGI-PUCP (project 349-2016), and Programa Regional STICAMSUD (projects 005-2017-FONDECYT and 17STIC-08). The first author also 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 present work was carried out by the Engineering and Heritage research group at PUCP in collaboration with the Civil Engineering Departments of the University of Chile and the University of Minho. The present work was developed thanks to the funding provided by the program Cienciactiva-CONCYTEC in the framework of the Contract N ° 222-2015-FONDECYT. Complementary funding was also received from the Pontificia Universidad Católica del Perú PUCP and its funding office DGI-PUCP (project 349-2016), and Programa Regional STICAMSUD (projects 005-2017-FONDECYT and 17STIC-08). The first author also acknowledges ELARCH program for the scholarship in support of his PhD studies (Project Reference number: 552129-EM-1-2014-1-IT-ERA MUNDUS-EMA21).

Muestra la fuente de financiamiento declarada en la publicación.