Table of Contents
Last updated Saturday, November 29 1997, at 5:33 PM
Copyright © 1996, 1997
Kirk Martini
Abstract
This web site presents work in progress on a project to bring structural engineering principles to bear on archaeological
questions concerning the reconstruction of the ancient city of Pompeii following
a severe earthquake in 62 AD, seventeen years before the famous eruption of
Vesuvius buried the city in 79 AD. The investigation is part of the Pompeii
Forum Project, an interdisciplinary investigation directed by John Dobbins,
that concerns the documentation of the Forum and its archaeological and
urbanistic analysis. New readers are encouraged to review the viewing guidelines to
take full advantage of the study.
Table of Contents
Many of the following documents are drafts showing work in progress.
- Project Overview
- Acknowledgements
- Viewing Guidelines
- Volcanic History and Phenomena
- Structural Behavior of Unreinforced Masonry
- Masonry Damage Modes at Pompeii
- Research in the Out-of-Plane Behavior of
Unreinforced Masonry
- Preliminary ABAQUS Studies
- Trials
- Comparison with Theory
- Comparison with Experiment
- Empirical Studies of Relative Strength of Two-Way Panels
- Related Publications
- Kirk Martini "Finite Element Studies in the Two-Way Out-of-Plane
Failure of Unreinforced Masonry," scheduled for publication in Proceedings of the 6th National Conference on Earthquake Engineering, Seattle WA, May 31 - June 4, 1998.
http://arch.virginia.edu/~km6e/Papers/6-NCEE.pdf (3 MB)
- Kirk Martini"Ancient Structures and Modern Analysis: Investigating Damage and Reconstruction at Pompeii,"
Proceedings of the Conference of the Association for Computer-Aided Design in Architecture, Cincinnati OH, October 3 - 5 1997. pp. 283-292.
- Kirk Martini "Finite Element Studies in the Out-of-Plane Failure of Unreinforced Masonry,"
Proceedings of the 7th International Conference on Computing in
Civil and Building Engineering, Volume 1, Seoul, Korea,
August 19 - 21, 1997. pp. 179-184.
http://arch.virginia.edu/~km6e/Papers/icccbe-7.pdf (128 K)
- Field Observations 1997
- Images of the Macellum
- Bibliography
Project Overview
In the early 1800s, excavations of the ancient city of Pompeii began to
reveal a complete picture of a city that had been seen only in fragments
until then. The city's remains presented a sharp contrast of private prosperity
and civic ruin. At the center of the city was the Forum: a long open space
surrounded by markets, civic, and religious buildings; around these buildings
were densely packed houses and small businesses. Excavators found the roofs of
the buildings crushed by the weight of more than two meters of
pumice that rained on the city preceding its inundation by flowing volcanic
dust and ash, so that the state of the city before the eruption could be
inferred only from the remaining masonry walls. While the walls of the private
buildings were generally well preserved, the walls of the Forum buildings
lay largely in ruin. The ancient masonry posed a fundamental question: At
the time of the eruption, why was the civic center in such a state of decay?
The following hypothesis was proposed: In 62 AD, seventeen years before
the cataclysmic eruption of Vesuvius in 79 AD, there was a major earthquake
centered near Pompeii, causing significant damage. Early Pompeii scholars
reasoned that while private landowners and merchants had the resources to
repair their structures, the Pompeiian government was unable to rebuild
the Forum. The city's economy was depressed, there was no assistance from
the central government in Rome, so the buildings composing the civic center
lay in disrepair during the seventeen year interval between the earthquake
of 62 and the eruption of 79.
That view was widely accepted and remained part of archaeology's
common wisdom for more than 150 years; however, in recent years a
different view has emerged. Dobbins [1994;
1994a] has put forth the hypothesis that the
earthquake was used as an opportunity to reshape the Forum, including
realigning streets, uniting building fronts and adding a new building
based on the latest designs from Rome. The conclusions are based on
"reading" the masonry walls, that is, closely examining the
patchwork of materials and construction techniques that compose the
walls and drawing conclusions about the sequence and timing of
construction with respect to the earthquake, the volcanic eruption,
and the excavation.
Working as part of the Pompeii Forum Project [Dobbins 1996], the current
study aims to bring a new kind of light to the task of reading the
masonry walls: the light of engineering analysis. Although many
questions can be addressed using archaeological evidence, such as the
presence of ancient plaster and the application of certain
construction techniques, there are other questions that can be
addressed much more directly by considering the structural response
to volcanic and structural phenomena. Structural analysis is not
likely to offer definitive answers, since there are many unknown
factors, but it will be able to test the validity of current
hypotheses, either confirming with additional evidence or challenging
and pointing the way to revised hypotheses.
The study has the following objectives:
- Explain the fundamental response modes of masonry walls to seismic
and volcanic events.
- Gather data and draw conclusions concerning the effects of
pyroclastic flow on structures. There has been very little study of
this phenomenon, since it rare for structures to be subjected to
pyroclastic flow. The study will focus on the 1902 eruption of Mt.
Pelée in Martinique [La Croix 1904; Heilprin
1903; Fisher 1982], and the 1951 eruption of Mt.
Lamington in Papua New Guinea [Taylor 1958], both of which bear some
resemblance to circumstances at Pompeii.
- Analyze selected portions of the Macellum, a major market
building on the Forum, for forces induced by earthquakes and by
pyroclastic flow to see whether the response is compatible with
Dobbins' hypothesis that the Macellum experienced major damage in the
earthquake, and relatively minor damage (which can be seen today)
resulting from volcanic phenomena. The analyses will incorporate
site-collected data concerning the properties of the materials
composing the walls and the spatial dimensions, and employ the ABAQUS
program [HKS
1996] for non-linear dynamic structural analysis.
The seismic analysis will incorporate ground motion records from
nearby locations in Italy, extracted from the Strong Motion Data
collection of the National Geophysical Data Center [NGDC
1996]. The pyroclastic flow analysis will test a range of
simplified load conditions, based on upper and lower bounds
established by phenomena observed at Mt. Pelée, Mt. Lamington,
and other relevant pyroclastic events, and on numeric simulations of
pyroclastic flow at Vesuvius by Dobran [1994,
1996].
Acknowledgements
As part of the Pompeii Forum Project [Dobbins 1996], directed by John J. Dobbins of the
McIntire Department of Art, this project has received support of funds,
equipment, and high-speed computing access from the following sources:
This support is gratefully acknowledged.
The ideas underlying this investigation have been developed over a series of
discussions that have included John Dobbins, Tom Baber of the Department of Civil Engineering,
and Tanya Furman of the Department of
Environmental Sciences. James B. Heidel has provided invaluable assistance in
collecting, reviewing, and organizing background materials. Their contributions
along with those of the interdisciplinary team composing the Pompeii Forum
Project have been essential in the conception and initiation of this project.
Last updated Saturday, November 29 1997, at 5:33 PM
Copyright © 1996, 1997
Kirk Martini
Please send comments or questions to
Martini@virginia.edu
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