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Auswahl der wissenschaftlichen Literatur zum Thema „Murs porteurs“
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Zeitschriftenartikel zum Thema "Murs porteurs"
Renaud, Jean-Nicolas, und Doriane Gomet. „Les individus, murs porteurs des politiques de l’éducation physique“. Staps 135, Nr. 1 (07.06.2022): 5–12. http://dx.doi.org/10.3917/sta.135.0005.
Der volle Inhalt der QuelleGarcés, Francisco, Ahmed Mébarki, Carlos Genatios und Marianela Lafuente. „Identification des rigidités résiduelles de systèmes à murs porteurs chaînés“. Revue Française de Génie Civil 8, Nr. 8 (November 2004): 889–903. http://dx.doi.org/10.1080/12795119.2004.9692633.
Der volle Inhalt der QuelleYoussef, Belmouden, und Elharif Abderrahmane. „Modélisation des murs porteurs en béton armé par éléments finis multicouches“. Revue Européenne des Éléments Finis 12, Nr. 7-8 (Januar 2003): 907–32. http://dx.doi.org/10.3166/reef.12.907-932.
Der volle Inhalt der QuelleKAHWAGI-JANHO, HANY. „L'évolution de la conception structurelle et proportionnelle des églises orthodoxes du Koura“. Chronos 36 (14.05.2018): 7–52. http://dx.doi.org/10.31377/chr.v36i0.8.
Der volle Inhalt der QuelleAyadi, Ouarda, Mohamed Ridha Rjeibi, Mohamed Cherif Benchikh Elfegoun und Mohamed Gharbi. „Prévalence et facteurs de risque de la theilériose tropicale, et séquençage de l’agent pathogène causal Theileria annulata, dans la région de Sétif (Algérie), avant et après la période d’infestation par les tiques“. Revue d’élevage et de médecine vétérinaire des pays tropicaux 69, Nr. 4 (27.06.2017): 161. http://dx.doi.org/10.19182/remvt.31201.
Der volle Inhalt der QuelleGarcin, V. „10 ans de travail en équipes mobiles pour adolescents : un changement de paradigme de l’accès aux soins“. European Psychiatry 29, S3 (November 2014): 603. http://dx.doi.org/10.1016/j.eurpsy.2014.09.206.
Der volle Inhalt der QuelleGuzniczak, Bernard. „Abattre les murs, ouvrir les portes“. Les Cahiers Dynamiques N° 81, Nr. 3 (31.05.2023): 4–5. http://dx.doi.org/10.3917/lcd.081.0004.
Der volle Inhalt der QuelleDuarte, Laurent. „Astrid Von Busekist, PORTES ET MURS. Des frontières en démocratie“. Projet 356, Nr. 1 (2017): 95. http://dx.doi.org/10.3917/pro.356.0095.
Der volle Inhalt der QuelleVârtejanu-Joubert, Madalina. „Astrid Von Busekist, Portes et murs. Des frontières en démocratie“. Archives de sciences sociales des religions, Nr. 176 (31.12.2016): 282. http://dx.doi.org/10.4000/assr.28197.
Der volle Inhalt der QuelleVergnaud, Stéphanie. „L’art urbain, un nouvel objet muséologique ?“ Muséologies 3, Nr. 1 (13.10.2015): 48–61. http://dx.doi.org/10.7202/1033579ar.
Der volle Inhalt der QuelleDissertationen zum Thema "Murs porteurs"
Nguyen, Xuân Huy. „Vulnérabilité des structures en béton armé à voiles porteurs : expérimentation et modélisation“. Grenoble INPG, 2006. http://www.theses.fr/2006INPG0049.
Der volle Inhalt der QuelleThis work is done in the framework of the ECOLEADER program - European consortium of laboratories for earthquake and dynamic experimental research - to improve our knowledge on the vulnerability of reinforced concrete structural walls submitted to seismic loadings. A modelling strategy based on Euler - Bernoulli or Timoshenko multifiber beams is presented. Constitutive laws are based on plasticity for steel and damage mechanics for concrete. This simplified model permits to reproduce the global behaviour of reinforced concrete structures under dynamic loading. Critical zones and damage distributions are also correctly predicted. Non linear dynamic calculations are the only ones able to simulate the variation of the axial force and thus they are a necessary tool for the design and conception of new buildings
Zarzour, Noura. „Modélisation, identification structurelle et estimation du facteur de comportement pour les bâtiments en maçonnerie géo-sourcée dans les zones sismiques“. Electronic Thesis or Diss., Université Côte d'Azur, 2024. http://www.theses.fr/2024COAZ5056.
Der volle Inhalt der QuelleThe use of new low-carbon construction materials in seismic areas requires the assessment of the structure ductility in order to properly design the building. The lack of accurate structural performance estimation limits the use of green construction materials.A reliable methodology is established for the seismic design of buildings constructed using geo-sourced materials. In particular, a pilot project of compressed earth block (CEB) masonry building in a medium-high seismic hazard zone in Southern France is developed. Starting from the experimental characterization of material mechanical parameters, the seismic design approach focuses on the modal characteristics of the structure, the expected building ductility, and seismic performance assessment in terms of both displacement and force.The equivalent frame model adopted for structural design of load-bearing masonry is validated for two case studies: a rubble stone masonry building and a CEB masonry building. The model validation process consists of the comparison of natural frequencies and mode shapes obtained by both numerical and operational modal analysis. In this context, a measurement campaign provides the structural response to ambient vibrations and then, the modal parameters and structural damping are obtained by structural identification tools. The modal analysis highlights the impact of timber slab stiffness on the dynamic response of masonry buildings. It is shown that a stiffer timber slab with a reinforced topping improves the structural behavior of the masonry structure under seismic loading, yielding to global mode shapes.The stability verification of the building structure at the near collapse limit state is performed in terms of target to capacity displacement ratio, but it is suggested to verify also in terms of force, since it can be more restrictive in some instances and less dependent on the convergence of numerical procedures.The behavior factor in seismic codes for building design is defined for typical construction materials based on damage observation and numerical models. A specific assessment is needed when new construction materials are adopted because building codes provide only boundary values. This thesis proposes a procedure for estimating the behavior factor that is applied to geo-sourced masonry buildings, but it could be adopted for any construction material. The methodology proposed to estimate the force reduction factor, and then the behavior factor, integrates both the seismic demand and building capacity. For this reason, this methodology can be considered as a capacity-demand-based approach. A nonlinear quasi-static analysis is coupled with dynamic analyses and the behavior factor is obtained on a statistical basis. The results are compared with the estimations obtained using demand-based, capacity-based and N2-based approaches. The impact of adopting a three-dimensional building model or an equivalent single-degree-of-freedom system with these methodologies is analyzed.The proposed capacity-demand-based-method provides, with a reduced computation time, a reliable estimation of the force reduction factor, close to the values obtained using the capacity-based-approach applied to a three-dimensional building model that is considered as a reference. Consequently, considering their reliability and efficiency, the proposed methodology for the behavior factor estimation is suitable for professional practice
Hemsas, Miloud. „Modélisation par macro-éléments du comportement non-linéaire des ouvrages à voiles porteurs en béton armé sous action sismique : développement de méthodes simplifiées d'analyse dynamique et de vulnérabilité sismique“. Thesis, Bordeaux 1, 2010. http://www.theses.fr/2010BOR14020.
Der volle Inhalt der QuelleAbstract
Adel, Norelhayate. „Influence d'un adjuvant proteique sur la texture poreuse et les proprietes mecaniques et thermiques d'un beton cellulaire autoclave“. Toulouse 3, 1987. http://www.theses.fr/1987TOU30219.
Der volle Inhalt der QuelleNguyen, Xuan Huy. „Vulnérabilité des structures en béton armé à voiles porteurs: expérimentation et modélisation“. Phd thesis, 2006. http://tel.archives-ouvertes.fr/tel-00087712.
Der volle Inhalt der QuelleBücher zum Thema "Murs porteurs"
Murs porteurs. Saint-Denis: Édilivre, 2015.
Den vollen Inhalt der Quelle findenEric, Hansen. Murs Porteurs: Une Enfance Asperger. Independently Published, 2020.
Den vollen Inhalt der Quelle findenSaint-Malo intra-muros: Rues, places et portes. Saint-Malo: Galodé, 2010.
Den vollen Inhalt der Quelle findenThe City Gate in Ancient Israel and Her Neighbors The Form, Function, and Symbolism of the Civic Forum in the Southern Levant. Brill, 2020.
Den vollen Inhalt der Quelle findenBuchteile zum Thema "Murs porteurs"
Capelle, Jeanne. „Parodos ou aditus ?“ In Les théâtres antiques et leurs entrées, 63–93. Lyon: MOM Éditions, 2024. http://dx.doi.org/10.4000/11qri.
Der volle Inhalt der QuelleStouff, Louis. „Murs et portes de l’Arles médiévale“. In Arles au Moyen Âge finissant, 17–32. Presses universitaires de Provence, 2014. http://dx.doi.org/10.4000/books.pup.18017.
Der volle Inhalt der QuelleMerklen, Denis. „Rebonds sur les murs de la bibliothèque“. In Bibliothèques, portes et ponts à la fois ?, 42–65. Presses de l’enssib, 2023. http://dx.doi.org/10.4000/books.pressesenssib.18208.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Murs porteurs"
M'selmi, Sana. „Lecture croisée du désir dans Hable con ella de Pedro Almodóvar et La Macération de Rachid Boudjedra à travers le motif de l’eau“. In XXV Coloquio AFUE. Palabras e imaginarios del agua. Valencia: Universitat Politècnica València, 2016. http://dx.doi.org/10.4995/xxvcoloquioafue.2016.2969.
Der volle Inhalt der QuelleDavid, Sylvain. „La double fonction de l’eau dans La salle de bain de Jean-Philippe Toussaint“. In XXV Coloquio AFUE. Palabras e imaginarios del agua. Valencia: Universitat Politècnica València, 2016. http://dx.doi.org/10.4995/xxvcoloquioafue.2016.2528.
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