Technical Papers
Mar 3, 2014

Seismic Rehabilitation of Sixteenth- and Seventeenth-Century Rammed Earth–Built Churches in the Andean Highlands: Field and Laboratory Study

Publication: Journal of Performance of Constructed Facilities
Volume 29, Issue 6

Abstract

In a Latin American context, few studies exist regarding the construction of churches during the colonial period using adobe and rammed-earth techniques. Investigations of their spatial characteristics, systems of construction, and structural behavior, therefore, are also scarce. This lack of research has led to poor results in restoration attempts for these kinds of churches, which has caused the loss of important Colombian architectural and historical heritage. Additionally, Colombia is at a high seismic risk, and adobe and rammed-earth buildings are particularly vulnerable during earthquakes. This paper presents the results of an investigation of these kinds of structures, developed by the investigative groups investigation group on materials and structures (GRIME) and Estructuras & Construcción (at Pontificia Universidad Javeriana) during the period 2002–2013. The investigation focuses on churches in the geographical area within the central Colombian highlands built during the 16th and 17th centuries. The study takes an architectural and historical approach coupled with structural laboratory work (involving shake table tests on 1:50 models), where the authors applied a reinforcement alternative with confinement wood elements to improve the seismic performance of the structural system of rammed-earth churches. According to these results, the use of confining wood elements as reinforcements reduces the relative displacement induced by earthquakes to doctrinal earth-built churches and diminishes the propagation of cracks.

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Acknowledgments

The research presented in this paper was supported by the Vice Rector, Civil Engineering Department, and Architectural Department of the Pontificia Universidad Javeriana. The project received both personnel and financial resources from the university. All the tests were performed in the Test and Trial Laboratory of the Department of Civil Engineering of the same university.

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Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 29Issue 6December 2015

History

Received: Oct 30, 2013
Accepted: Feb 28, 2014
Published online: Mar 3, 2014
Discussion open until: Feb 16, 2015
Published in print: Dec 1, 2015

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Authors

Affiliations

Daniel Ruiz [email protected]
Associate Professor, Director of the Civil Engineer Dept., Member of the Investigation Group Structures and Construction, Engineering Faculty, Pontificia Universidad Javeriana, Bogota, Colombia 110311 (corresponding author). E-mail: [email protected]
Cecilia López [email protected]
Assistant Professor, Member of the Investigation Group GRIME, Architecture Dept., Pontificia Universidad Javeriana, Bogota, Colombia 110311. E-mail: [email protected]
Stefanía Unigarro [email protected]
Civil Engineer, Pontificia Universidad Javeriana, Bogota, Colombia 110311. E-mail: [email protected]
María Domínguez [email protected]
Civil Engineer, Pontificia Universidad Javeriana, Bogota, Colombia 110311. E-mail: [email protected]

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