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Masonry is typically representative of non-homogeneous and anisotropic material, with limited elastic characteristics . Inside the SU has been defined the layout of the technological plants for each period see Fig. Technological plant year layout The alternative to placing technological networks in the conduit system in the construction industry led in time to opening more and more invasive conduits in the wall structures.
In Figure 8 three standard installations for installations are shown, with relative dimensions of the walls of chases performed during practice for retrofitting. Wall section with chases for corrugate conduit, air conditioning and in-wall tank flush toilet An accurate model of the structure should also afford the description of damage and alterations existing in the structure, including cracks, disconnections, crushing, de-formation and out-of-plumb, and construction defects.
Some damage types can be modelled indirectly as a disconnection between elements or a local reduction of material properties . The following table indicates the kind of structural analysis and the method adopted to solve the structural problem and the methods followed for the design and verification of sections. It reports load combinations and in the case of non-linear calculations, the load paths followed; load configurations used for the design of structure in question were comprehensive for design-verification.
Table 3. NTC08, Table 4. Eurocode 6 and 8, as well as the Italian code make reference to walls or piers and to beams or spandrels , for which strength criteria are provided. Studies on different historical structures   have shown that real deformations are normally much larger one or even two orders of magnitude than those predicted by conventional instantaneous calculations.
This is due to the fact that these analyses neglect history-related aspects such as 1 deformations that occurred during the construction process, and those due to the deflection of centring and forms and the deformation of structural members during intermediate and incomplete configurations of the structure, 2 initial and historical soil settlements, 3 architectural alterations, 4 the non-reversible effect of multiple thermal and hygrometric cycles, and 4 long term damage of a mechanical, physical or chemical nature, among other phenomena .
Invasive interventions on structures, niches and chases can alter the stability of individual masonry elements with repercussions on the entire building. A factor which must not be overlooked, is also the poor quality of the material and the inadequate execution techniques that, when added together to vibrations and seismic action throughout the years, reduce the durability and mechanical characteristics of the masonry. In this case study a building model along with stress distribution due to gravity loads, was estimated in order to check the potential presence of anomalous stress concentrations by means of 3D FEM.
The structural elements are controlled for safety according to the construction theory methods. To estimate the tensile-deformation state induced by the static loads, the structural analysis is carried out according to the displacement method. To estimate the tensile-deformation state induced by the dynamic loads among which the seismic load , the structural analysis is carried out according to the method of the modal analysis and response spectra in terms of acceleration.
The structural analysis is carried out according to finite element method. This method schematize the structure by using elements connected in a fixed number of points, i.
The FEM software combines various load case types according to the regulations foreseen by the acting standards and norms currently in force. The foreseen combinations are provided for the structure safety control, in the course of which the structure resistance to displacements and stresses is checked. The software at the end of the automatic analytic control identifies Rosa Flavio et al.
It can therefore be concluded that the calculations are correct and complete. In addition, based on the considerations relating to the state of tension, deformation, and strain, the validity of the choices made in modelling of the structure and actions has been assessed.
Results of analysis in terms of displacements, cracks and crushing patterns are reported in Figure 9 only for year. The following load combination picture presents the data: Fig. On the basis of considerations relating to the state of deformation tensions, and strains, has assessed the validity of the choices made in modelling of the structure and actions. The 3D models allow for the identification of local problems related to stress concentration by comparing them to their current state Figure 9.
Overall, the study offers a screening of the most vulnerable punctual elements of US, suggesting that interventions on masonry brick structure retrofitting must be analysed and assessed in great detail. The study approached the alterations to the masonry structures bearing conservation and preservation in mind. In actual fact, there have been more than two retrofittings carried out in these buildings with more invasive alterations on the structure.
The approach deserves to be examined more in depth in order to investigate a very topical issue given the seismic vulnerability of Rome and its surrounding area. It is also necessary to provide and implement technical and building maintenance procedures specifically designed for the building stock analyzed in this paper.
The adoption of these models though affected by uncertainties, has the ability of supplying a homogeneous evaluation on a territorial scale and, thus, is significant for the aim of de- Rosa Flavio et al. The results of the simulations using PROSAP software on the structural units in the abovementioned conditions are reported in Figure 9. In this paper, the preliminary study on the structures was limited to an isolated part of the building structure. In a second phase, the study will be carried out on the entire building thereby taking into account the alterations on the load-bearing masonry structure at all levels.
The alterations of the loads and the structural changes due to elevated sections, changes in functional use, modifying internal layouts, etc. Afterwards, the methodology explained herein will be expanded to an entire building keeping in mind the even more invasive interventions carried out on the ground floor of the structures.
The niches and conduits implemented in these situations often remove over two thirds of the masonry. The implications in this case effect the entire stability of the building structure. Acknowledgements We wish to thank Ing.
Giovanni Trinetti for his invaluable collaboration in the analysis of seismic behaviour on the SU. References  de Santoli L. Guidelines on energy efficiency of cultural heritage. Energy Build ;— Central Europe towards Sustainable Building Sustainable refurbishment of existing building stock The sustainable management of the historical buildings n. Energy and system renovation plan for Galleria Borghese, Rome.
Energy Procedia, vol. Energy Build ; Theory and Design in the First Machine Age. MIT Press; Single cylinder internal combustion engine fuelled with H2NG operating as micro-CHP for residential use: Preliminary experimental analysis on energy performances and numerical simulations for LCOE assessment. How to handle the Hydrogen enriched Natural Gas blends in combustion efficiency measurement procedure of conventional and condensing boilers. Energy ;— Introduzione alla riqualificazione energetica ed ambientale degli edifici storici : il caso di Roma.
Sci E Tec ;——7. Legislative Decree n. Code of cultural and landscape heritage. High-efficiency and low-environmental impact systems on a historical building in Rome: an InWall solution. WIT Trans. Built Environ.
Urbanistica, edilizia, infrastrutture di Roma capitale, : una cronologia. Laterza; Structural Analysis of Masonry Historical Constructions. Classical and Advanced Approaches. Arch Comput Methods Eng ;— Energies ; Sustainability ;— Energy efficiency solutions for historic buildings: A handbook.
Technologies and strategies to design sustainable tourist accommodations in areas of high environmental value not connected to the electricity grid. Int J Sustain Dev Plan ;—8. Cost-benefit analysis for energy management in public buildings: Four Italian case studies. Energies ;9. Sicurezza e conservazione dei centri storici : il caso Ortigia : codice di pratica per gli interventi antisismici nel centro storico.
A sustainable requalification of bracciano lake waterfront in trevignano Romano. Int J Sustain Dev Plan ; Eco-architecture and sustainable mobility: An integrated approach in Ladispoli town. Methodological proposal for optimal location of emergency operation centers through multi-criteria approach.
Sustain ;8. Can radiant floor heating systems be used in removable glazed enclosed patios meeting thermal comfort standards? Build Environ ;— A comparison between retrofit solutions able to increase the energy performance for the heating and domestic hot water production in residential buildings.
Energy Convers Manag ;— La pratica del fabbricare: atlante. Ulrico Hoepli; Francesco Vallardi; n.
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