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ISSUES
ANALYSIS |
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Detailed
analysis of the main design issues that have been examined during the
performance of the Phase A. For each examined issues a proposal has
been worked out...
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| XX |
GENERAL
OBJECTIVES |
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By
the time that all the issues were analysed it got self evident that a
more detailed philosophical consideration was required...
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| XX |
GEOMETRY
DETERMINATION |
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One of the main issues
was about the performing of the exact curvature and geometry due to
different aspects like:
- arch local tensile stress
- geometry determination trough the
analysis of the available data
- arch centering different settlings
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-XX |
RECOVERED
STONES I |
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The future use of these
stones is, therefore, very much delicate and should be carefully
analysed to avoid any reduction of their importance and value.
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| -XX |
RECOVERED
STONES II |
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This statistical approach
is aimed to a better impartial and technical reporting of the current
situation for what concern the stones.
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| -XX |
ADAPTATION
BETWEEN OLD AND NEW |
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Being these ruined
portions part of the original ancient bridge of Mostar, they are very
precious and they still represent with the abutments and the recovered
stones the historical ruins of the monument.
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| -XX |
OTHER
ISSUES |
| Stones
appearance, declared differences between ancient and new
Use of
new technology and materials for strengthening and protecting
Structural anomalies analysis
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ARCHITECTURAL
ANALYSIS AND SURVEYS |
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The most important data
sources, for geometry determination of the arch of the bridge, were the
drawings of the ancient surveys. These drawings are important documents
and they gave the possibility of working out the previous shape of the
bridge stone by stone.
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| XX |
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1955
SURVEY ANALYSIS |
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Of what concern the survey
held during the year 1955 we only have copies of the original drawings
in 1:50 scale. We do not know how many copy passages these drawings
have gone trough...
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| -XX |
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1982
SURVEY ANALYSIS |
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The 1982 survey is
undoubtedly an important document for this work, it is the most
precious document that we have at the moment, and it has been
subjected to a series of different checks to verify its reliability.
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| --XX |
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NUMERICAL
ANALYSIS I |
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Differences among drawings
had to be kept under control, documented and analysed, all this could
not be easily investigated by printing the results of the described
work, this because only the arch voussoirs are 456 and differences of
few centimetres have small dimensions compared to the global graphic
representation of the bridge which spans almost 29 meters. This has
led to a numerical approach which has been directly related to
graphics...
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| XX |
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NUMERICAL
ANALYSIS II |
| The "2000 survey"
is the conventional name here given for the geometry of "the most
likely bridge of Mostar" worked out trough the described procedures.
The 2000 survey is a virtual survey that derives from the analysis and the
study of the available data. |
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| XX |
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OTHER
ANALYSIS |
| Geometry determination of thickness dimensions and of projecting elements - Geometry determination of the spandrels, cornices and parapets - The bridge curvature inquiry - Graphic representation of the analysis and of the results - The 3d reference seed files and the bridge springers
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