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Authordc.contributor.authorAguilar, Rafael 
Authordc.contributor.authorMarques, Rui 
Authordc.contributor.authorSovero, Karim 
Authordc.contributor.authorMartel, Carol 
Authordc.contributor.authorTrujillano, Fernando 
Authordc.contributor.authorBoroschek Krauskopf, Rubén 
Admission datedc.date.accessioned2015-07-14T20:19:42Z
Available datedc.date.available2015-07-14T20:19:42Z
Publication datedc.date.issued2015
Cita de ítemdc.identifier.citationEngineering Structures 95 (2015) 94–111en_US
Identifierdc.identifier.otherDoi.org/10.1016/j.engstruct.2015.03.058
Identifierdc.identifier.urihttps://repositorio.uchile.cl/handle/2250/131960
General notedc.descriptionArtículo de publicación ISIen_US
Abstractdc.description.abstractThe conservation of archaeological heritage is of major importance for preserving the scientific, ethnographic and artistic values of past cultures. Once archaeological sites are exposed after being buried for centuries, they are subjected to natural hazards, which should be studied with up-to-date techniques. Moreover, conservation works are primarily focused on aesthetic aspects or on solving localized problems. In earthquake-prone areas, it is of extreme importance to carry out structural analysis studies for assessing the actual behaviour of archaeological constructions, and for proposing adequate intervention measures. This paper presents an extensive study on structural behaviour of archaeological building remains in Peru, based on in-situ non-destructive testing as well as on numerical approaches. The case of the Chokepukio Archaeological Site is presented, which was built between 1000 and 1450 AD in the Pre-Columbian era, with a mixed masonry of stone units and earthen mortar. The paper begins with a comprehensive description of the historical, architectural and structural aspects of the archaeological site. The possibility of applying operational modal analysis tests is then explored with reference to a representative wall of Chokepukio. The results of the experimental field campaign are used to develop calibrated finite element models of the wall, and to indirectly estimate mechanical characteristics of the masonry. Basing on the investigations performed, potential failure mechanisms are identified for the wall and validated by pushover analysis. Finally, the mechanisms are evaluated through kinematic limit analysis, to proceed with the seismic assessment.en_US
Lenguagedc.language.isoen_USen_US
Publisherdc.publisherElsevieren_US
Type of licensedc.rightsAtribución-NoComercial-SinDerivadas 3.0 Chile*
Link to Licensedc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/*
Keywordsdc.subjectArchaeological building remainsen_US
Keywordsdc.subjectStone masonryen_US
Keywordsdc.subjectOperational modal analysisen_US
Keywordsdc.subjectanalysis Finite element modellingen_US
Keywordsdc.subjectModel calibrationen_US
Keywordsdc.subjectPushover analysisen_US
Keywordsdc.subjectKinematic analysisen_US
Títulodc.titleInvestigations on the structural behaviour of archaeological heritage in Peru: From survey to seismic assessmenten_US
Document typedc.typeArtículo de revista


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Atribución-NoComercial-SinDerivadas 3.0 Chile
Except where otherwise noted, this item's license is described as Atribución-NoComercial-SinDerivadas 3.0 Chile