Conservation
Saftey Evaluation
Diagnosis
Design of Remedial Measures
Inspection of present condition
monitoring and structural analysis
Historic Survey
any damage, failure, reconstruction,
addition, change, restoration work, structural modification and
change of use
Survey of the structure (by direct observation)
On-site research and laboratory testing
historical,
qualitative
analytical
experimental
approaches,
basis of certain hypotheses
comparison between the present condition of structure and that of similar structures
Specific tests
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History of Conservation
Archaeological restoration ( Italy)
Stylistic restoration (France)
Anti-restoration movement (England)
Philological restoration
Historical restoration
combination of stylistic restoration with the rules of philological restoration,
critical philological method based on the distinction between layers of intervention to present the historical structuring of buildings in their material authenticity.
restoration was essentially based on the biological vision of the monument: it should be left to become a ruin or to die by itself when no further stabilization was possible.
re-establishment, that is, full recovery of the original integrity, as a sort of ‘pristine’ condition, even if it did not ever exist.
preserve the building in the state as found (‘to repair and to conserve everything – even though it were the smallest fragment’),
Scientific Restoration
Consolidation: re-establishment of bearing capacity through technical resources
re-composition: assembly of the dislocated parts by anastylosis, provided that the new additions are noticeable;
liberation: removing all the unstructured parts;
completion: limited additions;
Renovation: transformation of existing elements, and construction of new ones considered as essential.
THE ATHENS CHARTER AND USE
OF MODERN MATERIALS
efficient and international support for the preservation of
built cultural heritage set the framework
FROM THE SECOND WORLD WAR TO PRESENT
reconstruction was performed according to the philological approach, but most of the times freely interpreted and disregarding the principles of minimum intervention and distinguishability of modern works.
interevention on the basis of damage
light (damages at the roof, cracks of modest width):
• ‘re-establishment’ (integral recovery)
severe (roof destroyed, large cracks in the walls, partial failures,disconnection between the parts of the building)
total (almost destroyed):
reconstruction
update with respect to the current condition,
full reconstruction in the case of very important monuments,
• re-composition by anastylosis or renounce to restoration:
Vaulted structures in history
and modern structural solutions
Traditional construction of the vault and domical roofs were all guided by the geometry and proportions.
compressive strength of masonry is usually much lower than that of stone.
Damage and collapse mechanism in a masonry building
Damages in vaulted structures and compatibility cracks
Most damage in masonry buildings results from the low tensile strength of the material due to the limited bond between mortar and units.
low tensile strength of masonry, concentric cracks appear transforming the dome in a system of arches embedded into the thickness.
if different parts experience different stress/
deformation levels, cracks may appear leading to separation among parts.
‘compatibility cracks’ can be observed in arches
and barrel vaults.
Compressive cracking and buckling
Masonry generally shows a good compression strength
When compressive stresses approach about half of the compressive strength, compression cracks tend to appear, as observed in tests.
High compression stresses, leading to splitting and consequent loss of material.
pure tensile stresses are always perpendicular
to compressive isostatic lines and cracks
compressive loading can lead to the so-called buckling
transverse tensile stresses, the wall may experience inner cracking and separate
buckling phenomenon
is triggered by existing inner cracking or separation.
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Lateral in- and out-of-plane actions
Out of Plane
In plane
out-of-plumb
curvature (buckling)
rocking ( with possible toe-crushing)
sliding ( stepped cracking)
diagonal cracking
diagonal–compression cracking–crushing
Causes of damage
Defect on the construction
Later architectural and structural alteration
Soil Settlements
disintegration of the element or to detachment,
rotation .
and out-of-plumb
deformation of single walls
Vertical settlement at one point ends on causing separation of unit masonry on that particular corner.
Vertical settlement at the intersection between orthogonal walls - - crack can be easily associated to a relieving arch.
If this failure is in the middle part of the wall it can experience a bending failure.
Severe differential settlements or settlements with a large extension may result in the development of cracks that separate large parts
ENVIRONMENT AND
ANTHROPOGENIC ACTIONS
Cyclic actions and climatic change
Climate change speeded up at an unexpected rate in the last decades and is receiving much attention.
Physical weathering and natural disasters
Water eroison
Wind erosion
lightning
Earthquake
Chemical and biological agents
DIsintegration
layering (delamination,
exfoliation, spalling and scaling),
detachment (loss of adhesion, blistering
and peeling)
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loss of cohesion (chalking, powdering, crumbling,
sanding,
bursting, alveolization, etc.).
Fire
2.6 Anthropogenic actions
The last cause for damage in historical
Conclusion
The text explores the modern understanding of conservation and heritage structures, tracing the historical evolution of conservation practices, construction materials, and structural decisions. It discusses damage and collapse mechanisms in masonry construction, emphasizing the importance of preserving cultural values, authenticity, and diversity. Various principles and guidelines for heritage conservation are outlined, focusing on the significance of heritage structures in fostering community, identity, and belonging. The text also delves into the evolution of masonry vaulted structures, highlighting advancements in structural design and analysis techniques. Overall, it emphasizes the multifaceted and dynamic process of conserving heritage structures while ensuring their continued relevance and significance.
ISCARSH
Heritage structure with complex history requires Anamnesis, diagnosis, therapy and controls
multidisciplinary team,
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Respect of original materials,morphology and structural arrangement
Respect for distinguishing qualities of structure and environment deriving from original form
Respect for original concept, materials and construction techniques
Respect for significant subsequent
(historical) changes
Respect for alterations or
imperfections (deformations)
Stabilisation
Repair
Therapy should address root causes
rather than symptoms
least invasive and
most compatible with heritage values,
any measures adopted
should be ‘reversible’