towards a new era of cultural heritage
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Towards a New Era of Cultural-Heritage Recording and Documentation
Author(s): Robert WardenSource: APT Bulletin, Vol. 40, No. 3/4 (2009), pp. 5-10Published by: Association for Preservation Technology International (APT)
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Towards N e w E r a o f Cultural-Heritage
Recording a n d Documentation
ROBERT WARDEN
A decade of technological innovation
has created a new culture in
recording and documenting cultural
heritage.
The Industrial Revolution set the con-
text for the creation of the modern
mindset, a cultural outlook framed bymachines. From the kitchen to the
airport, the use of machines was
adopted with promises of freedom from
labor and greater social equality.1 To
question their efficacy seems ludicrous
in light of their manifest pragmatic
power of economy and utility and
despite cogent arguments for a higherquality of life without them.
The modern mindset was fertile
ground for similar promises of freedom
from labor offered by the digital revolu-
tion in the second half of the twentieth
century. Computing in all its forms so
permeates our lives and empowers
society in ways unimaginable 40 years
ago that it is difficult to imagine life
without it. In most industrialized na-
tions digital life is a given.The wave of technology that emerged
in the 1980s was but a swell in compari-son with new
developmentsover the
past ten years, and no end is in sight.
Fig. 1 Laser scan of B. B. GoodrichHouse, Anderson, Texas, 1999. The scan was performed by Cyra
Technologies, Inc.,to complement a recording project utilizingdigital photogrammetry.The housewas recordedfor HABS n 1994 by Texas A&MUniversity.Allimages courtesy of the author.
These innovations found application in
nearly every discipline, and historic
preservation was no exception. Software
developments in structural and material
analysis, graphic information systems
(GIS), and building information systems
(BIM) are just three examples of soft-
ware technologies adapted by preserva-tion engineers and architects. Hardware
developments like ground-penetrating
radar, resistivity tomography, and syn-chrotron radiation have given engineers,
conservators, and historians new analyt-ical tools. This paper focuses on devel-
opments in technologies employed in
preservation research and practice-
those most relevant to the recording and
documentation of cultural heritage.Even such a tight focus necessitates onlya cursory discussion of certain technolo-
gies, relegating others to simply be
mentioned.
The late twentieth-century explosionof digital innovations has created as
much interest in the machine as its
product; the endless debates over the
best computers, plotters, software, mp3
players, or cell phones are examples.
Granted, similar debates over technol-
ogy have occurred in the past, but a
greater choice of technological tools
seems to garner a greater percentage of
our attention than ever before. Within
the narrow focus of documentation and
recording of historic buildings and sites,a fascination with tools has never been
greater. New tools for recording infor-
mation about buildings have extended
the meaning of documentation. GIS
tools for facility managers and city
planners are adapted to record historic-
building information. Survey tools such
as total stations and GPS, originallyused in civil engineering or the oil and
gas industries, are now commonplace in
the employment for historic preserva-tion. Aerial tools like photogrammetry
5
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6 APT BULLETIN: JOURNAL OF PRESERVATION TECHNOLOGY / 40:3-4, 2009
Fig. 2. Recording the cliff face by total station at
Montezuma Castle in Arizona in 2002.
andLIDAR, ong employedfor defense
purposesandatmospheric ciences,have
beentechnologicallyadapted o solveevermorechallengingproblems n pres-ervation.2Similarly, ocumentationhasbeenpushedfrom2D to 3D, thoughfor
verysoundreasonsof archival tability,2D drawingsremain he desired inal
product.This conditionhas createdatensionbetweenthe 3D recording oolsand the final2D product.That tensionhas resulted n software nnovations ike
Polyworks,Kubit PointCloud,GexcelJRCReconstructor, ndmanymore,
regardless f the fact that theirlifespanmaybe ultimately imited.Suchrapiddevelopmentdivertsour attentionfrom,butnot our desirefor,the assurance hatourculturalheritageremainsvital.
Remembering the Recent Past
Thoughthere were still holdouts formoretraditional ools like pencils,pens,paper,and draftingequipmentoverthe
pastdecade,most universityprograms
andprofessionalofficeswereoperatingcomfortably n some formof computer-aideddesign(CAD)by 1999.3The
ambientaroma of ammoniaandthe
cloggingof technicalpens in pen plot-terswas lost but not forgotten.Ink-jet
plottersandprinterswerecommon,andthe use of large-format lectrostatic
plotterswas declining.Windows98 wasa yearold, and the PentiumIIIchipwasaboutto be born,justtwo yearsafter its
sibling,the PentiumII. AutoCad version14 was justtwo yearsold, and Micro-stationwas on versionJ (version7) ofits 32-bit system.A nice $3,000 com-
putersystemwould include a PentiumIII
processor,128 MB
RAM,15GB
harddrive,DVD, CDRW,zip drive,anda 19-inch monitor.Bycontrast,todayan Intel Coreduo machinewith 4 GB of
RAM, 500 GB harddrive,150 gigabyteexternalharddrive,a DVD writer,and19-inchflat-panelscreenwould costaround$2,000, about half the cost ofthe previousmachine n today'sdollars.4
Innovations n digitaltechnologyleadingto morerobustcomputersalsocreatedmorerobust hardwareandsoftwaretechnologies or recordingand
documenting ulturalheritage.Not
surprisingly,he major developmentswerein 3D tools for both recordinganddocumentation.Totalstations and
photogrammetricools had long enjoyeduse in otherdisciplinesbut were nowmadeeconomically easiblefor cultural-
heritageuse.Terrestrialaserscanningwas burstingon the scenein 1999 for
heritageuse,makingpossibledetailedremote measurement f veryfragilestructures, uchas the 1850 B. B. Good-richHouse in Anderson,Texas(Fig.1),or complexheritageobjects,suchas theStatueof Liberty.5
Scaleandirregular r organicformsare two conditionsthatpresentparticu-larlydifficult, houghnot impossible,problems or traditionalmethodsofhand measurement.Both conditionsareoften foundin historicbuildings, uchas
very largebuildings ikecathedralsor
government omplexes,statecapitols,or
countycourthousesor very organicvernacular tructures,ike cliffdwellingsor archaeological uins.New technologyhas beenespeciallyhelpful regardingthesetypologies.Inthe 1980s CADallowed for very large buildings,evenif
measuredby traditionalmethods,to berepresentedn the computerat full scalewith full detail.Inthe 1990s with more
offerings n surveyhardware,arge-scalebuildingscould be measuredby pho-togrammetry r total stations. Later
developmentsn reflectorless otal sta-
tions, terrestrialaserscanners,and
close-rangephotogrammetry ided
large-scaleprojectsby enablingremote
recordingof building nformation.These
tools not only savedtimein the fieldbutincreased afety by not requiring argetplacement n dangerousocations.
What was good for scale was also
good for organic orms.Traditional
recordinganddocumentation eliedon
datum ines,usuallyplacedat known
anglesto gatherand drawbuildinggeometry.Thegreater he irregularity fthe building, he more care one neededin measuring nddrawing o ensure
accuracy.The tools developed ince thelate 1990s measured oordinatevaluesof particularpointsinsteadof geometryand its dimensionand orientation.This
changeallows morefreedom n estab-
lishingpointsof reference, inceeachreferencepoint is automatically efer-enced to an established oordinate
system.
Total stations. Total stationsare sur-
veyinginstrumentsusedin the field todetermine he locationof a pointofinterestby knowingthe angleanddistanceof that pointwith respect othe instrument ocation.Theyare exten-sions of transitsandtheodolites,angle-measuring nstruments,with the addi-tionalcapabilityof measuringdistances.Total stations recordcoordinateposi-tions for pointsof interestandwere firstavailable n 1998 as reflectorlessnstru-
ments,negating he need to positiona
reflectiveprismor targetat the point ofinterest.Architectural lements hatwere too fragile,unsafe,or unreachablecould be measuredremotely.Prices orthese tools were anywhere rom
$20,000 to $40,000 in 1999. Pointstakenwith a total stationaretypicallycoded and linked to a sketchor photo-graph.Theycould be usedto mark
significantpointson the object,tocontrol traditionalmethods ikehandmeasurements nd drawings,or tocontrol measurementsakenwith otherremotesensingtools, like photogram-
metry (Figs.2 and
3).Photogrammetry.Photogrammetry,processof achievingmeasurementsfromphotographs,has a historyas longas that of photography.Terrestrial
photogrammetrywas developed irst nthe late nineteenthcentury,but its
advantagesas an aerialtool for map-pingwererealized n 1913 afterman'sfirstflightin 1903.6Analogstereo
photogrammetrywas invented n the
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CULTURAL-HERITAGE RECORDING AND DOCUMENTATION 7
Fig. 3. Tying datum points on the terrace at
Montezuma Castle with points established on
the ground, 2002. This procedure allowed hand
measurements to be registered together in 3D.
late nineteenthcenturyandcontinuedto develop throughthe twentiethcen-
tury,untilthe adventof digitalcomput-ers and imaging.By 1999 photogram-metryand new algorithmswere
developedfor a processcalledconver-
gent photogrammetry,which couldcalculatecamerapositionsautomati-
cally frommultiple mages.Theseim-
agesand calculatedcamerapositions
couldthen be usedto determinecoordi-natepointsof interest n the photo-graph.Digital imageswere achieved
primarilyby scanningfilm, becauseoff-the-shelfdigitalcamerasproducedimagesthat were only about2 megapix-els, not nearlydenseenoughfor finemeasurement.The softwareallowedmorefreedom n taking photographsimagesdid not needto be stereoscopicpairs- makingfield work easierandfaster.The promiseof this technologywas that adequateaccuracies n 3D
modelingcould be achievedby con-
sumer-gradeameras, herebyopeningup the processto more industriesandsmalleroffices.Extremelyaccuratemodels still required xpensiveequip-ment at all stages:metriccamera,film
scanner,and software.Softwarechoicesbloomedduringthis time, with offer-
ings from$500 to $25,000. Projectsofall scalesthatrequiredremotesensingweregood candidates or this method
(Fig.4).
Laserscanning. AerialLIDAR(LightDetectionAnd Ranging),or laser scan-
ning, technologyhad beenin use byvariousindustries incethe late 1970s,but by 1997 the technologywas trans-
formedfor terrestrialuses and hadalreadybeenemployed n heritageprojects.7LIDARscannersemit thou-sandsof beamsof lightpersecond andrecordthe relativeangle,distance,andlocation of eachpoint reflectedback tothe instrument.The result s a cloud of
points that represent he spatialorgani-zation of the objector objectsfromwhich theywere reflected Fig.5). Atthis time therewere few companiesmanufacturingerrestrial canners,and
pricesrangedfrom $100,000 to
$200,000.
Cultural Change
Changes o the cultureof historic-
buildingdocumentation hat took solidroot in the late 1990s have becomenormative.Technological nnovationshavechangedthe expectationsfor final
products n heritagedocumentationandthe processesone engagesto meetthose
expectations.Althoughthe idea of
engagingthe practiceof documentingahistoricbuildingwith pencil, paper,string,and level is appealing,youngpractitionersarecomfortablewith
digitaland 3D tools. Turningback theclock for studentsby teachinghand-documentation echniques s a valuable
pedagogicalexercise,but requirementsof professionalpracticeoften necessitateefficientmergingof staff talentwithavailable ools. The workforcehas
changedand is comfortablewith cur-renttechnology.
The word draw connotesa pullingor
extractingof something(onedraws
blinds,water,blood, conclusions,etc.).
Drawinghistoricbuildings s an act of
extracting mportant nformation rom
the realobjectanddisplaying t in adifferentway.Traditionally, drawingwas a 2D presentationof this extractedinformation.By 1999, with laser scan-
ningandclose-rangedigitalphotogram-metry,drawingas a 2D interpretationwas challengedby 3D modelingas thenormativeproduct.The logic was sim-
ple:since the measuring ools - total
stations,photogrammetry,nd laserscanners operated n 3D space,the
3D modelshould be the normative
product; f 2D drawingswererequired,theyshould be extracted rom themodel.Withthis mindsetnumeroussoftwareofferingsdevelopedwiththe
goal of operatingprimarilyn 3D withthe promiseof secondaryproducts n2D.
Onlineactivity usta decadeago waswell underwaybut dullby today'sstan-dards.The residential nternet onnec-tion was largelya dial-upserviceover
phonelines,andservicewas not ubiqui-tous. Muchof the world cannow beconnectedas often as we wish,whereverwe wish. The cultureof the team officeor studioso prevalentn previousdecadeshas becomemore flexible.Teamsworkingon a largeprojectcancollaborate romremote ocations,
sharingdigitalmeasurements, hoto-graphs,andpointclouds,as well as
digitalcopiesof traditional ketches.
Consequently,oftware s no longerpurely ndependentbut offerstransla-tions of filetypesto a wide varietyofothertypes.Ironically,n a culturewheregeographicsolation s more
possible,sharinghasemergedas a cul-turalgoal. Where ools of the pastne-cessitated haringby being ocated n thesameplace,contemporaryechnologyallows for sharing o occurremotely.
Contemporary eritage-documenta-tion projectshaveretained oregoalscommonto projectsa decadeor two
ago (conservation f designand con-structionknowledge,conservationofmaterialand aestheticheritage,promul-gationof culturalawareness),but con-
temporaryprocessesdiffergreatly.Ten
yearsafterthe Pentium II, aptopscanwithstanddrivingrain and fallsontoconcreteandhavemanyGBsof RAMand a TBof hard-drive pace.Bluetoothwirelessconnectivityhasreplaced a-
bles,anddigital mageseasily range nthe 10- to 20-megapixelresolution.
Tools haveevolved to becomesleeker,faster,moreaccurate,andmorepower-ful. Although he datagathered s
largely n the sameform as a decade
ago, more can be done with it in postprocessing n the officeor studio. Soft-wareofferings or workingwith pointcloudsareplentiful,ranging n priceand
processfrominexpensiveandsimple o
expensiveandcomplex.Total stationsoffer reflectorless angesof almosta
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8 APT BULLETIN: JOURNAL OF PRESERVATION TECHNOLOGY / 40:3-4, 2009
Fig. 4. Pueblitos of Dinetah, Bolder Fortress Pueblito, New Mexico, 1997.
Due to its position and irregular form combinations of total station and
convergent photogrammetry were used for recording.
Fig. 5. As part of the analytical work on the cliffs at Pointe du Hoc Battle-
field in Normandy, France, in 2008, point clouds like this were generatedfrom a Riegl Z390 laser scanner.
kilometer, while new scanners have
surpassed that distance and now record
hundreds of thousands of points persecond. Technology at this point is
outpacing methodology and challengingacademic and professional practice to
keep up.
Methods
Objectivity is the benchmark of all
approaches to documentation. Unless
time and money concerns are prohibi-
tive, assumptions about properties like
perpendicularity and likeness should
not be made. The traditional method
for obtaining objectivity was the datum
line. Often a datum box would be con-
structed with right angles such that it
encased the object or building. Right
angles simplified the drafting task,further ensuring the objectivity of the
datum lines making up the box. Todaythe total station is the normative tool to
ensure objectivity. Datum lines are still
quite useful, but they need not bear any
particular relationship with each other,
since CAD drafting can easily utilizecoordinate values to locate points. The
coordinate output of total stations fuses
with coordinate input systems in CAD.
At Montezuma Castle in Arizona in
2002, for example, datum lines were
established for triangulating wall loca-
tions (Fig. 6). The rooms were small, so
only one line was needed for takingmeasurements. These lines were estab-
lished for all 20 rooms on five different
levels by the total station, so that teams
could simultaneously hand measure the
location of important points in each
room by trilateration, utilizing points on
the datum line. Each team, operatingwith either a tape measure or a laser
distance meter, measured distances from
multiple points on the datum line to a
single point on the wall. The intersection
of these distances from their respective
points in CAD determines the CAD
representation of the wall point. A ro-
tatinglaser level was used to maintain a
consistent plan cut level from which to
make measurements.
Datum lines or points are also impor-tant for producing sections and eleva-
tions, especially when many measure-
ments must be made remotely with a
total station or through photogramme-
try. Datum points are not strictly re-
quired for these 2D drawings, since theyare typically presented separately from
the 2D plans. However, it is quite useful
to be able to relate their measurements
to plans and site plans, so having a com-
mon-coordinate system is very valuable.
This can be accomplished through setup
points in the field or through registra-tion points that later can be used to
orient the measurements later in the
computer.When stationed at known datum
points, total stations can be used to
deliver section and elevation informa-
tion in relation to each other and to
other building and site elements. These
points may be taken from within soft-
ware on the total station and down-
loaded later to a computer, or they maybe downloaded immediately to a data
collector. Data collectors are handheld
computers that run a variety of surveysoftware suitable for engineering and
architectural work. Points are typicallycoded and visible on the screen as a
CAD drawing. These points may be
connected by lines and downloaded to a
computer as drawings or as a set of
points to be connected later. One mayalso eliminate the data collector
bycommunicating directly with the total
station through software running within
a CAD program on a laptop. The con-
nection can be made through a wireless
Bluetooth connection to reduce the
clutter of wires and allow for greater
flexibility in the field. In this configura-tion the total station becomes essentiallya 3D pencil; when, for example, a line
command is given on the computer and
when the total station is positioned on
the desired point, a signal is sent to the
total station to input the coordinates of
the first point of the line. As the total
station continues to subsequent points,these coordinates are queried by the
computer. The result is an instantaneous
CAD drawing, enabling errors to be
spotted in the field. Most software of
this type has commands for creating
clean, fast, and accurate drawings in the
field.
The geometric point has long been
the foundation of documentation strat-
egy. Points are terminations for line
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CULTURAL-HERITAGE RECORDING AND DOCUMENTATION 9
Fig. 6. Montezuma Castle Level 3 floor plan created by a combination of hand measurement, total
station, and convergent photogrammetry, 2003.
segments that represent material and
dimensional information drawn from
buildings. Traditional 2D drawingsutilize the line segment and linear di-
mension as their primary elements. The
point, as foundational as it was to the
creation of linear dimension, was sec-
ondary to that dimension. Point posi-tions in traditional drawings were al-
ways relative to building elements andother important dimensions. Technologyhas reversed the relationship between
dimension and point. Total stations,with their ability to relate positions
through a common-coordinate system,favor the absolute position of the pointinstead of the dimension. The dimension
becomes secondary and known onlyafter point information is queried on the
computer. This change in data hierarchyshifts concern in the field for objectdimension to concern for point accuracyand geometric tightness. It also creates a
not-so-subtle shift of attention from the
object being measured to the measuringtool.
Early concerns over the detrimental
effects of CAD on architectural thinkinghave not disappeared - largely because
the prognosticators of those concerns
are still active - but they have largelyabated in the context of myriad advan-
tages offered by these tools. The culture
of technological acceptance in the late
1990s has developed into a culture of
technological complacency. New tech-
nologies are still exciting, but they are
greeted with less a feeling of wonder-
ment and more one of expectation.Terrestrial laser scanners have become,over the last ten years, the tool du jourin heritage documentation, despite their
price, which is still extremely high.
Ironically they have softened the focuson the point created by total stations
and shifted it to a focus on the pointcloud. Points within a point cloud cre-
ated by a laser scanner are indiscrimi-
nate compared to points created by total
stations, in that they are not chosen and
coded as important points on the objectof interest by the operator as they are
with total stations. Laser scanners no
longer give importance to individual
points, but much like the camera in
relation to the sketch, they refocus at-
tention from point to image. However,unlike the
image,the
pointcloud con-
tains coordinate information for each
point and can be queried directly for
dimensional information between anytwo points.
Point clouds hold tremendous advan-
tages over traditional documentation
methods and total-station surveys.Individual points may not representknown important points on the object,but groups of points are recognized as
important objects, such as doors, win-
dows, or trees, very much the same way
objects in photographs are treated. Point
clouds are used in many ways with
different software. Some software, such
as GexelReconstructor, Polyworks,
or
Kubit PointCloud, manipulate the pointcloud to create 3D views or walk-
throughs, plans, sections, and elevations.
Reconstructor and Polyworks will also
create textured surface models that
allow for creating land contours, high-resolution sections, elevations, and 3D
views. Point clouds offer opportunitiesfor many creative options in presenta-tion and analysis, giving a greater free-
dom to alter decisions for specific proj-ect requirements.
There are some disadvantages to
laser scanners, but the greatest is their
price. Prices have dropped over that last
10 years, but at about $100,000, theyare largely out of range of most profes-
sional, academic, and government of-
fices. An alternative path to point-cloud
production has emerged with advances
in digital close-range photogrammetry,which utilizes calibrated metric or non-
metric cameras to create points from
automated matching between two pho-
tographs. The resulting points can then
be processed and queried like pointclouds generated from 3D scanners. The
advantage of this system is that the
cameras used are less expensive than
point-cloud scanners and much lighterand easier to operate. They, too, have
some disadvantages, especially with
respect to computing time required to
generate dense point clouds and variable
accuracies depending on camera type,
lighting conditions, and scale of object.All of these issues can be controlled
through skilled use of cameras.
David 3D Scanner software creates
scans from webcams and construction-
grade line lasers. Other software, such
as Strata Photo 3D, creates 3D textured
models automatically in a few minutesfrom about 20 photographs. These
examples are priced in the range of $500
to $1,000 instead of tens or hundreds of
thousands of dollars. While they will not
be an answer for every problem in con-
servation, they give promise that techno-
logical development relevant to heritage
recording and documentation is far from
over.
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10 APT BULLETIN:JOURNAL OF PRESERVATIONTECHNOLOGY 40:3-4, 2009
Conclusions
Documentation of cultural heritage over
the last ten years has been dominated
by development of digital tools. Com-
puters are faster and lighter; digital
cameras have greater light-gatheringcapabilities and ever-increasing memoryand resolution capabilities; total sta-
tions are wireless and reflectorless; and
laser scanners now measure hundreds of
thousands, rather than tens of thou-
sands, of points per second. New tech-
nologies are emerging for smaller ob-
jects, such as artifacts found in archae-
ology.Whereas practitioners in the previous
decade were introduced to new digital
tools, contemporary practitioners antici-
pate developments within that basic tool
set. As computing power and manufac-turing tolerances are tightly controlled,more tools will be generated for drawinginformation from our heritage objects,and there will be faster and more accu-
rate processing of that information. But
the proliferation of tools, as wonderful
as they are, can have unintended conse-
quences for our heritage-documentationefforts. The efforts required to keepabreast of the latest techniques or up-dated with changes in the latest version
of software or hardwareindirectlyincrease the cost of documentation.
Expense for time and materials in keep-
ing current diverts attention from efforts
directly related to the heritage of inter-
est. As our focus is shifted from our
heritage to our tools, we can become
separated from our heritage, and our
understanding of it can become diluted.
As we anticipate the next round of
technology, we should be mindful that it
is our concern for cultural heritage and
its documentation that should drive our
embrace of new tools and not the tools
themselves.
ROBERTWARDEN has an academic back-
ground in electricalengineering,architecture,and philosophy. He joined the architecture
faculty at Texas A&M Universityin 1994 after
practice in Philadelphiaand became directorofthe Center for Heritage Conservation in 2007.He has been recordingnational and interna-tional cultural heritagesites since 1986.
Notes
1. ReynerBanham,Theoryand Design in theFirstMachineAge (Cambridge,Mass.: MIT
Press, 1960, repr.1983), 9.
2. Raymond Measures, LaserRemote Sensing:Fundamentalsand Applications (New York:
John Wiley and Sons, 1984), 320-362.
3. E. BlaineCliver,John A. Burns,Paul D.
Dolinsky, and EricDelony, "HABS/HAERatthe Millennium:AdvancingArchitecturaland
EngineeringDocumentation,"APT Bulletin29,no. 3-4 (1998): 34.
4. See www.measuringworth.com/uscompare/.
5. Point cloud of the B. B. Goodrich House, in
Anderson,Texas, scannedwith a Cyrax 250 in1999. John A. Burns,éd., RecordingHistoric
Structures,2nd éd. (Hoboken, N.J.:John Wileyand Sons, 2003), 241.
6. Robert Burtch,"Historyof Photogramme-try,"2004 course notes, The Centerfor Pho-
togrammetricTraining,FerrisStateUniversity,
http://www.pharmacy.ferris.edu/faculty/burtchr/sure340/notes/history.pdf.
7. G. Fangi, C. Nardinocchi, "ExperiencesofLaserAutoscanning for Architecture:TheDomus Aurea in Rome and the San Giovanni's
Baptistryin Florence,"in Proceedingsfor CIPAInternationalSymposium 1999, http://cipa.icomos.org/fileadmin/papers/olinda/99c606.pdf.
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