Littérature scientifique sur le sujet « Maçonnerie en pierre »
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Articles de revues sur le sujet "Maçonnerie en pierre"
Marcos, Ludovic. « Pourquoi une Maçonnerie « de la pierre » ? » La chaîne d'union N° 65, no 3 (3 janvier 2013) : 48–53. http://dx.doi.org/10.3917/cdu.065.0048.
Texte intégralCombes, André. « Pierre Joseph Proudhon et la Franc-Maçonnerie ». Humanisme N° 285, no 2 (1 juin 2009) : 87–95. http://dx.doi.org/10.3917/huma.285.0087.
Texte intégralVandersmissen, Jan. « Pierre-Simon Laplace et la franc-maçonnerie ». Archives Internationales d'Histoire des Sciences 65, no 174 (juin 2015) : 227–52. http://dx.doi.org/10.1484/j.arihs.5.109834.
Texte intégralBessac, Jean-Claude, et Marianne Boqvist. « Les chantiers de construction de la citadelle de Damas : méthodologie et résultats préliminaires ». Arqueología de la Arquitectura, no 4 (30 décembre 2005) : 237. http://dx.doi.org/10.3989/arq.arqt.2005.85.
Texte intégralGhernaouti, Yonnel. « Le serment en franc-maçonnerie, par Boris Nicaise, Préface de Pierre Mollier MdV Éditeur, coll. Franc-Maçonnerie initiatique, 2021, 144 pages, 17,50 € ». La chaîne d'union N° 97, no 3 (1 juillet 2021) : V. http://dx.doi.org/10.3917/cdu.097.0079e.
Texte intégralDatouang-Djoussou, Jean-Marie. « La maçonnerie de pierre sèche : une technique architecturale vernaculaire vieille de plusieurs siècles dans les monts Mandara ». e-Phaïstos, no V-2 (15 juin 2016) : 14–35. http://dx.doi.org/10.4000/ephaistos.5729.
Texte intégralMainguy, Irène. « INITIATION À LA FRANC-MAÇONNERIE , Pierre Buisseret et Jean-Michel Quillardet , Éd. Marabout, 2007, 318 p., 25 €. » La chaîne d'union N° 43, no 1 (1 janvier 2008) : VI. http://dx.doi.org/10.3917/cdu.043.0091f.
Texte intégralMollier, Pierre. « INITIATION À LA FRANC-MAÇONNERIE par pierre Buisseret et Jean-Michel Quillardet . Editions Marabout, 252 p., 15 €. » La chaîne d'union N° 41, no 3 (3 janvier 2007) : I. http://dx.doi.org/10.3917/cdu.041.0092a.
Texte intégralMainguy, Irène. « LES COULEURS DE LA FRANC-MAÇONNERIE, LES ATELIERS SYMBOLIQUES par Pierre Pelle Le Croisa, Éditions Detrad, 2014, 108 p., 23 € ». La chaîne d'union N° 72, no 2 (2 janvier 2015) : III. http://dx.doi.org/10.3917/cdu.072.0084c.
Texte intégralCollis, Robert. « Freemasonry and the Occult at the Court of Peter the Great ». Aries 6, no 1 (2006) : 1–26. http://dx.doi.org/10.1163/157005906775248761.
Texte intégralThèses sur le sujet "Maçonnerie en pierre"
Antunez, Guillaume. « Vulnérabilité sismique hors-plan des murs de maçonnerie en pierre non armée ». Mémoire, École de technologie supérieure, 2014. http://espace.etsmtl.ca/1314/1/ANTUNEZ_Guillaume.pdf.
Texte intégralLanglet, Philippe. « Les deux colonnes de la Franc-Maçonnerie : la pierre et le sable ». Limoges, 2008. http://aurore.unilim.fr/theses/nxfile/default/c4daf619-ac7c-4305-811b-a2910b4679c6/blobholder:0/2008LIMO2014.pdf.
Texte intégralEzzdine, Rana. « Endommagement des monuments historiques en maçonnerie ». Thesis, Bordeaux 1, 2009. http://www.theses.fr/2009BOR13787/document.
Texte intégralMonumental stone is exposed to alteration caused by physical, chemical and biological mechanisms of degradation. With time, these mechanisms can destruct the monument epidermis and endanger the structure stability. The complex mechanisms of stone degradation are not fully understood. Our scientific knowledge is incomplete. Within the framework of the maintenance of historical monuments, a study of Blaye limestone alteration is realized with the collaboration of the European project Medachs and the town hall of Blaye. Our study can be divided into two major parts : an in-situ study and a laboratory study. The on site study consists on measuring the temperature evolution at the internal and external surface of a chosen stone in the building as well as the temperature evolution at the air in the inside and the outside of the building and at three depths in the stone. A numerical model is built in order to estimate the thermal conductivity of the stone based on the measurements results. The model consists on considering that the stone is composed of three layers characterized with three different values of the thermal conductivity. These values are estimated by using an optimization algorithm (Powell). The thermal conductivity varies with the porosity and thus can be considered as an indicator of the stone damage On the other hand, the laboratory study is realized in two stages. At first, the physical and the mechanical parameters of the original material are estimated by carrying out different measurements (relative density, porosiy, ultrasonic velocity, and compressive resistance). The samples that were used for the measurements were extracted from the local quarry. Then two types of accelerated ageing tests were realized : salt crystallization and hydro-thermal cycles. The results of the tests showed a low resistance of the material especially to salt crystallization. At the end, the results of the in-situ and the laboratory study show the fragility of the material and highlight the need and the importance of a better understanding of the degradation mechanisms. The effect of the environmental conditions should be included in the studies in order to have a clear image about the variation of the material resistance to salt crystallization with the exposure conditions (temperature, type of salts, etc.)
Terrade, Benjamin. « Evaluation structurale des murs de soutènement en maçonnerie ». Thesis, Paris Est, 2017. http://www.theses.fr/2017PESC1203/document.
Texte intégralWherever stone is readily available, we encounter stone masonry buildings. Depending on customs or dedicated use, the blocks are used raw, lightly faced or perfectly cut, with or without the use of mortar. Althougth concrete has replaced masonry in new construction for some decades, the better part of the French built heritage is made of masonry, an heritage we are responsible for. This works aims at contributing to create a reliable scientific frame for that purpose. This thesis uses the yield design theory alongside with homogenisation techniques to study the stability of stone masonry earth retaining walls. First, we provide an analytical tool suitable for designing new structures or assessing the stability of existing ones that are still in good shape. Should it be needed, this tools allows for the design of a strengthening solution based on soil-nailing. Then, we implement it in a finite element code to give it the versatility required to study unconventionnal structures or structures badly damaged. We then present several experimental campaigns aiming at validating the proposed tools
Daoudi, Ayoub. « Comportement expérimental multi-échelle de la maçonnerie en pierre calcaire des monuments historiques exposée à des températures élevées ». Electronic Thesis or Diss., CY Cergy Paris Université, 2024. http://www.theses.fr/2024CYUN1302.
Texte intégralThe increasing number of fires affecting historic masonry buildings is the primary motivation behind this thesis. Since the devastating fire at the Parliament of Brittany in Rennes in February 1994, followed by similar events such as the 2019 fire at Notre-Dame Cathedral in Paris, the need to better understand the behaviour of stone masonry at high temperatures has become paramount. In this context, this thesis aims to deepen the multi-scale experimental understanding of the behaviour of stone masonry exposed to high temperatures and to improve the post-fire diagnosis of historic monuments. Thus, two scales are studied:At the material scale, characterization tests are conducted on small centimetre-sized samples subjected to slow heating-cooling cycles. An in-depth study focuses on thirteen varieties of limestone, representing different classes of mechanical resistance (tender, compact, and hard). Initial petrographic, mineralogical, and microstructural analyses are conducted, combined with thermochemical and thermoelastic analyses up to 1050 °C, to identify high-temperature alteration mechanisms. Mechanical and physical characterization tests after heating-cooling cycles up to 800 °C describe the thermal sensitivity associated with each limestone.A comparison of the evolution of mechanical behaviour in residual and hot conditions up to 800 °C on four types of stones covering the three resistance classes is performed. Additionally, residual mechanical characterization and thermoelastic analysis up to 800 °C are conducted on three formulations of hydraulic lime mortar, representative of the three different classes of stone resistance.At the structural element scale, the thermal stability of stone construction blocks and masonry wallettes is evaluated through rapid unidirectional heating tests at 650 °C and 850 °C. The influence of the intrinsic properties of the stone, heating temperature, and block geometry on their high-temperature behaviour is studied. For each resistance class represented by a type of stone and its associated mortar, two wallettes measuring 56×36×10 cm are fabricated. One is heated to 650 °C while the other is heated to 850 °C and then exposed to ambient air humidity to assess the additional damage caused by lime rehydration.The results of this study will provide a database for the fire design of stone masonry buildings and will allow for recommendations on the use of stones as well as the post-fire evaluation of built heritage
Gharib, Turath. « Renforcement des structures historiques en maçonnerie par matériaux composites : application aux murs en pierres calcaires ». Thesis, Lyon 1, 2015. http://www.theses.fr/2015LYO10094/document.
Texte intégralThis work concerns the study of the reinforcement of stone structures with composite materials. Two reinforcing techniques are used. One is reinforcement by cement matrix reinforced with textile TRC of glass fiber. The other is by reinforcing FRP fiberglass rods according to NSM technique (near-surface mounted). The first phase consists of materials characterization and analysis of mechanical behavior in compression shear and tensile of small masonry specimens made of stone and mortar. The characteristic values of the mechanical behavior of the masonry are compared with the different models in the literature which calculate the characteristic parameters and give a good approximation with the experimental results. In addition, the behavior of reinforced materials is tested in tension and the behavior of the adhesion between the reinforcement and the masonry is studied. The second phase focuses on strengthening masonry walls subjected to two types of loading. One is in-plane shear of walls made with the diagonal compression test. Represents the second bending loads to 3 points out of plane walls accompanied by axial compression forces which cause a compressive stress of 0.2 MPa. The shear test was performed on square walls of five rows of stones with mortar. Strengthening by two vertical bars NSM FRP significantly improves the ductility and shear modulus of the walls and the reinforcement with two orthogonal layers TRC improves shear strength. Finally the application of analytical models used to compare the experimental results with the results given by the models. In addition, the bending test with 3-point is carried out on walls composed of twelve rows of stones with mortar. The reinforcement with two vertical bars and two crossbars increased more elastic stiffness. However, the reinforcement with TRC composed of a single layer of textile accompanied with a vertical bar FRP does not increase the resistance of the wall relative to the resistance of the reinforced wall with a single layer of textile or with a simple vertical bar
Venzal, Vincent. « Modélisation discrète du comportement mécanique desouvrages maçonnés en pierre. Aspects expérimentaux - Analyse énergétique ». Thesis, Bordeaux, 2020. http://www.theses.fr/2020BORD0017.
Texte intégralThis work aims to develop a design code suitable for structural masonry design. Discrete element code LMGC90 is chosen as basis of the design code for its capacity to consider masonry discontinuities. A general frictional cohesive zone model (FCZM) is proposed to describe the progressive damage and the release of energy due to the quasi-brittle behavior of materials and to the friction of the interface stone-mortar. Under combined traction and shear loadings, a mixed-mode response based on pure Mode I and Mode II cohesive behaviors is proposed. Under combined compression and shear loadings, a coupling between Mode II cohesive behavior and frictional behavior based on the damage level is proposed and leads to a progressive rising of the frictional stress associated with the softening part of the cohesive behavior of the interface. On this basis, cohesive and frictional parameters of the FCZM are estimated from two characterization tests (direct tensile and direct shear) carried out on samples of limestone blocks assembled by lime mortar joint. A general validation is proposed at the scale of a masonry wall submitted to a shear fracture test under constant vertical load. The confrontation of experimental and simulated responses provides a large validation basis because all the loading modes considered in FCZM are present in the wall during the shear test. If the static of the experimental responses is well described by the model using the parameters resulting from the characterization tests, the kinematic of the responses needs calibrating the elastic properties of the stone blocks and degrading the cohesive properties of the interfaces through a uniform initial damage field. On this basis, the use of a nonuniform initial damage field allows matching the experimental variability observed in the location and chronology of the fracture mechanisms of tested walls
Rondat, Jacques. « La correspondance maçonnique échangée entre 1786 et 1810 par Jean-Baptiste Willermoz et Claude-François Achard : thèmes ésotériques dans la constitution du Régime Ecossais Rectifié (avec édition de la correspondance) ». Thesis, Paris, EPHE, 2016. http://www.theses.fr/2016EPHE5102.
Texte intégralThe scope of this work has been to complete and transcribe, then edit the masonic correspondence, from various archives collections, between Jean-Baptiste Willermoz, founder of the Rectified Scottish Order, and Claude-François Achard, Master of the “Triple Union de Marseille” Lodge. A particular attention has been given to their exchange of ideas, while focusing on JB Willermoz’s way of reasoning, in order to enlighten the major streams of this correspondence, among which its esoterical themes
Savalle, Nathanaël. « Comportement sismique des murs de soutènement de talus en pierre sèche ». Thesis, Lyon, 2019. http://www.theses.fr/2019LYSEC029.
Texte intégralSlope Dry Stone RetainingWalls (DSRWs) are vernacular structures made of rubble stones assembled without mortar. DSRWs are present worldwide and may have been built hundreds and even thousands years ago. They have always played a key role in economic sectors like agriculture, transportation and at present tourism. However, the lack of scientific knowledge associated to the lack of specific standards make their requiredmaintenance operation difficult to achieve. Lately, in France, continuous efforts have been made to understand the static behaviour of DSRWs ; however their seismic behaviour has not been addressed. Then, this work aims at providing some clues regarding the seismic behaviour of DSRWs, in attempt to outline some design rules or guidance. For this purpose, a pseudo-static analytical approach, based on the Eurocode 8 recommendations, has been developed. Thanks to small-scale experiments and numerical simulations, the pseudo-static and dynamic behaviour of dry-joint retaining structures have been investigated and the main aspects have been analytically implemented. Then, the analytical method has been validated both on small-scale pseudo-static tests and full-scale static tests drawn from the literature. Moreover, fully dynamic simulations, using a mixed discrete-continuum approach, have been conducted in order to quantify the extra-resistance of a DSRWdesigned by means of the pseudo-static approach which is known to be conservative and even over-conservative. It allowed the recommendations derived from the pseudo-static approach to be adjusted. These time-increment dynamic simulations can also be envisioned as an operational tool for special case studies for themost critical seismic situations. Subsequently, some recommendations are given, thanks to the analyticalmethod. Firstly, the inclination of stone’s bed can give considerable extra-resistance to a DSRW, especially when subjected to high seismic input. Secondly, it has been found that for DSRWs constructed in the very low seismic risk zone, which represents 40% of the French territory, only 10% of extrawidth is required to resist to the seismic motion, compared to a static design. Finally, for DSRWs directly founded on the bedrock or constructed away from roads or buildings, a maximum extrawidth of 10% is required by the seismic design for the low seismic risk zone, 30% for the moderate seismic risk zone and 60% for themedium seismic risk zone. For more critical situations where the required extra-width overlaps 60%, the pseudo-static approach must be avoided, for the benefit of dynamic time-incremental simulations
Bisoffi-Sauve, Marie. « Etude des ouvrages maçonnés en pierre par la méthode des éléments discrets : caractérisation et modélisation du comportement cohésif des joints ». Thesis, Bordeaux, 2016. http://www.theses.fr/2016BORD0069/document.
Texte intégralStone masonry is an age-old constructive technique, nevertheless the mechnicalbehavior of this type of construction is still misunderstood. Consequently, standardsfor masonry structural design are very conservative and overestimate design of this kind ofstructures. Moreover, engineers cannot rely on suitable design code to assess masonry buildings.This research project aims to develop a design code suitable for structural masonrydesign to help engineers.Discrete element code LMGC90 was picked for its capacity to take into account masonrydiscontinuities. A mixed mode I+II cohesive interface law is established in order to considerprogressive damage and energy dissipation associated to quasi-brittle behaviour of mortarjoints. An experimental procedure was also carried out to estimate the whole cohesive andfrictional parameters ofmortar joints.The proposed numerical model is confronted to two experimental tests on shear masonrywalls under two different boundary conditions. The results of the analysis shows that thedeveloped model fails at reproducing precisely the shear behaviour especially when the normalstress to the joint strongly increses during the test. Thus we discuss on the Mode II law,and more specifically on the separation of frictional and cohesive behaviours which must beresponsible for the deficient results
Livres sur le sujet "Maçonnerie en pierre"
Odile, Roy, et Bonnette Michel, dir. La maçonnerie de pierre. Québec, Qué : Ville de Québec, Service de l'urbanisme en collaboration avec le Service des communications, 1989.
Trouver le texte intégralClément, Roland. La politique et la Pierre cachée : Le grand dessein de la franc-maçonnerie. Genève : Georg, 2000.
Trouver le texte intégral(France), Centre scientifique et technique du bâtiment. Les escaliers : Conception, dimensionnement, exécution : escalier en bois, métal, verre, maçonnerie, pierre naturelle... : en application des textes réglementaires, normes et règles consacrées par l'usage. [Marne-la-Vallée] : CSTB, 2008.
Trouver le texte intégralMasons and Sculptors (Medieval Craftsmen). University of Toronto Press, 1991.
Trouver le texte intégralLa pierre angulaire : Histoire de la franc-maçonnerie régulière au Québec : histoire. Outremont, Québec : Éditions Point de fuite, 2002.
Trouver le texte intégralVoies, Les Les. Fils de L'Esprit : De l'Église de Pierre à l'Église de Jean : La Franc-Maçonnerie Héritière du Christianisme. Independently Published, 2021.
Trouver le texte intégralFils de L'Esprit : De l'Église de Pierre à l'Église de Jean : La Franc-Maçonnerie Héritière du Christianisme ? Independently Published, 2020.
Trouver le texte intégralExperiments in Egyptian archaeology : Stoneworking technology in ancient Egypt. New York : Routledge, 2003.
Trouver le texte intégralOURS, F. Franc-Maçonnerie : Premières Pierres Vers une Encyclopédie ? Independently Published, 2018.
Trouver le texte intégralDesagulier, René. Les Pierres de la franc-maçonnerie : L'Histoire traditionnelle. Dervy, 1997.
Trouver le texte intégralChapitres de livres sur le sujet "Maçonnerie en pierre"
« La maçonnerie et le béton armé ». Dans Le Corbusier & ; Pierre Jeanneret - Restauration de l'Immeuble Clarté, Genève, 116–17. Birkhäuser, 2016. http://dx.doi.org/10.1515/9783035607512-025.
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