Investigations on the structural behaviour of archaeological heritage in Peru: From survey to seismic assessment
Author
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Aguilar, Rafael
Author
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Marques, Rui
Author
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Sovero, Karim
Author
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Martel, Carol
Author
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Trujillano, Fernando
Author
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Boroschek Krauskopf, Rubén
Admission date
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2015-07-14T20:19:42Z
Available date
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2015-07-14T20:19:42Z
Publication date
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2015
Cita de ítem
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Engineering Structures 95 (2015) 94–111
en_US
Identifier
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Doi.org/10.1016/j.engstruct.2015.03.058
Identifier
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https://repositorio.uchile.cl/handle/2250/131960
General note
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Artículo de publicación ISI
en_US
Abstract
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The 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.