scholarly journals From stone masonry to emigrant’s mansions. Changes in vernacular architecture in central Portugal

2019 ◽  
Vol 603 (2) ◽  
pp. 022064
Author(s):  
Marta Marcal Goncalves ◽  
Maria Teresa Perez Cano ◽  
Stefan Rosendahl
Author(s):  
David Wendland

Vaults are curved masonry surfaces for roofs and ceilings, able to give shelter and protection. Fireproof and very durable, they were the only massive constructions available for such purposes before modern reinforced concrete was invented. Vaulted ceilings have often been a major issue in the creation of architectural space—as dominating elements with sculptural quality, and as fascinating constructions, often elegant, sometimes astonishing or even daring, always artful, and requiring and demonstrating great expertise and skill in their design and building. In early stone architecture, vaults built with horizontal circular courses can already be characterized as spatial structures. Since the early Great Civilizations, vaults were constructed with blocks arranged in radial bed joints—they could be built with great economy, with complex shape and adapting to irregular plans, as they are still in modern vernacular architecture, such as in Central Asia or in northern Africa. In Late Antiquity, vaults made with dressed stone show great ability in the geometric design—this art was later resumed both in the Middle East and in European Renaissance architecture. In Imperial Rome, vaults made of concrete reached enormous spans, were robust enough to last many centuries, and could be built virtually in any shape. Vaults of brick or stone masonry or of dressed stonework are among the greatest masterpieces of architecture, including the marvelous vaults in Persian architecture, the high vaults of Gothic cathedrals perfectly balanced upon slender pillars, the magnificent spatial inventions of Baroque vaulting, the great domes, and finally the creation of modern shell structures. By principle, vaults are stable by their shape. Their equilibrium demands curvature, regularly resulting in shapes with complex geometry. Therefore, they are very demanding in design, planning, and construction. Systems of anchoring or abutment have to be devised to contain the lateral thrust, and a shape must be created that enables the stability by counterbalancing the heavy components within the vault. Moreover, the building of the curved shape requires form control during bricklaying, geometric design of the temporary support structure, and, in case of stone structures, the formulation of precise specification for producing the single building elements. Therefore, beyond symbolic values, ideas of space in architecture, and the expertise and virtuosity of planners and builders, vaulted ceilings also reflect the historical development of applied geometry and mechanics. Their study gives an insight to the knowledge society that created the buildings.


Author(s):  
C. Azil ◽  
L. Rovero ◽  
B. Djebri ◽  
F. Fratini ◽  
G. Misseri ◽  
...  

Abstract. The vernacular architecture of the Souf region in Algeria, a desert environment where wood is rare, presents multiple heritage values due to the way in which local materials (especially the desert rose stone) are exploited to build houses and erect distinctive domes. Unfortunately, extensive damage and abandonment compromise the stability of these buildings and accelerate their disappearance, which would negatively affect the urban landscape and the identity of the region. In order to safeguard this unique vernacular heritage, the study focuses on the definition of the typical typology of building, its structural and geometric characteristics, explaining the constructive technique used. Recurrent damage and pathologies that threaten this building culture are also highlighted. Then, estimation of mechanical parameters of the desert rose stone masonry is carried out defining typical characteristics according to the evaluation of the respect of “the rule of the art”. Results are then used to perform numerical simulations of the structural behaviour of a typical building, through the finite element method with linear and nonlinear approaches. In particular, the structural behaviour of the dome has been investigated, being the most vulnerable element of the system.


2020 ◽  
Author(s):  
Ajibade Adeyemo ◽  
Yakubu Olanrewaju Hassan ◽  
Opeyemi Omolara Philips

Forests ◽  
2021 ◽  
Vol 12 (5) ◽  
pp. 522
Author(s):  
Akli Benali ◽  
Ana C. L. Sá ◽  
João Pinho ◽  
Paulo M. Fernandes ◽  
José M. C. Pereira

The extreme 2017 fire season in Portugal led to widespread recognition of the need for a paradigm shift in forest and wildfire management. We focused our study on Alvares, a parish in central Portugal located in a fire-prone area, which had 60% of its area burned in 2017. We evaluated how different fuel treatment strategies may reduce wildfire hazard in Alvares through (i) a fuel break network with different extents corresponding to different levels of priority and (ii) random fuel treatments resulting from a potential increase in stand-level management intensity. To assess this, we developed a stochastic wildfire simulation system (FUNC-SIM) that integrates uncertainties in fuel distribution over the landscape. If the landscape remains unchanged, Alvares will have large burn probabilities in the north, northeast and center-east areas of the parish that are very often associated with high fireline intensities. The different fuel treatment scenarios decreased burned area between 12.1–31.2%, resulting from 1–4.6% increases in the annual treatment area and reduced the likelihood of wildfires larger than 5000 ha by 10–40%. On average, simulated burned area decreased 0.22% per each ha treated, and cost-effectiveness decreased with increasing area treated. Overall, both fuel treatment strategies effectively reduced wildfire hazard and should be part of a larger, holistic and integrated plan to reduce the vulnerability of the Alvares parish to wildfires.


Materials ◽  
2021 ◽  
Vol 14 (9) ◽  
pp. 2313
Author(s):  
Maria Luisa Beconcini ◽  
Pietro Croce ◽  
Paolo Formichi ◽  
Filippo Landi ◽  
Benedetta Puccini

The evaluation of the shear behavior of masonry walls is a first fundamental step for the assessment of existing masonry structures in seismic zones. However, due to the complexity of modelling experimental behavior and the wide variety of masonry types characterizing historical structures, the definition of masonry’s mechanical behavior is still a critical issue. Since the possibility to perform in situ tests is very limited and often conflicting with the needs of preservation, the characterization of shear masonry behavior is generally based on reference values of mechanical properties provided in modern structural codes for recurrent masonry categories. In the paper, a combined test procedure for the experimental characterization of masonry mechanical parameters and the assessment of the shear behavior of masonry walls is presented together with the experimental results obtained on three stone masonry walls. The procedure consists of a combination of three different in situ tests to be performed on the investigated wall. First, a single flat jack test is executed to derive the normal compressive stress acting on the wall. Then a double flat jack test is carried out to estimate the elastic modulus. Finally, the proposed shear test is performed to derive the capacity curve and to estimate the shear modulus and the shear strength. The first results obtained in the experimental campaign carried out by the authors confirm the capability of the proposed methodology to assess the masonry mechanical parameters, reducing the uncertainty affecting the definition of capacity curves of walls and consequently the evaluation of seismic vulnerability of the investigated buildings.


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