Auswahl der wissenschaftlichen Literatur zum Thema „Dalles (construction)“
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Zeitschriftenartikel zum Thema "Dalles (construction)"
Arnaud, M. „Aptitude au service de dalles en béton armé de hautes performances“. Materials and Structures 34, Nr. 242 (27.08.2001): 495–501. http://dx.doi.org/10.1617/13703.
Der volle Inhalt der QuelleArnaud, M., M. Lorrain und O. Mecheti. „Aptitude au service de dalles en béton armé de hautes performances“. Materials and Structures 34, Nr. 8 (Oktober 2001): 495–501. http://dx.doi.org/10.1007/bf02486498.
Der volle Inhalt der QuelleLamb, John F. „Two Egyptian Construction Tools“. Mathematics Teacher 86, Nr. 2 (Februar 1993): 166–67. http://dx.doi.org/10.5951/mt.86.2.0166.
Der volle Inhalt der QuelleJeremic, Miroslav. „(francuski) Les temples payens de Sirmium“. Starinar, Nr. 56 (2006): 167–200. http://dx.doi.org/10.2298/sta0656167j.
Der volle Inhalt der QuelleChlebnikovas, Aleksandras, und Pranas Baltrėnas. „DAUGIAKANALIO CIKLONO PANAUDOJIMO DUJŲ SRAUTO DULKĖTUMUI MAŽINTI AGRESYVIOJE APLINKOJE TEORINIS VERTINIMAS“. Mokslas – Lietuvos ateitis 8, Nr. 4 (24.10.2016): 403–10. http://dx.doi.org/10.3846/mla.2016.948.
Der volle Inhalt der QuelleKrupala, Katie. „The Evolution of Uneven Development in Dallas, TX“. Human Geography 12, Nr. 3 (November 2019): 17–30. http://dx.doi.org/10.1177/194277861901200308.
Der volle Inhalt der QuelleŠvedas, Gintaras. „Lietuvos Respublikos baudžiamojo kodekso specialiosios dalies straipsnių sankcijų sudarymo probleminiai aspektai“. Teisė 79 (01.01.2011): 7–21. http://dx.doi.org/10.15388/teise.2011.0.167.
Der volle Inhalt der QuelleSimon, James-Eric, und Waquar Ahmed. „Te Promise of Progress: Modernity, Accumulation, and the Urbanization of North Texas Water in the 20th Century“. Human Geography 11, Nr. 2 (Juli 2018): 19–34. http://dx.doi.org/10.1177/194277861801100202.
Der volle Inhalt der QuelleCavanagh, W. G., und R. R. Laxton. „An Investigation into the Construction of Sardinian Nuraghi“. Papers of the British School at Rome 55 (November 1987): 1–74. http://dx.doi.org/10.1017/s0068246200008941.
Der volle Inhalt der QuelleLuskin, David M., und Aswin Chandrasekaran. „Employer Valuations of Employee Commuting Time“. Transportation Research Record: Journal of the Transportation Research Board 1902, Nr. 1 (Januar 2005): 10–17. http://dx.doi.org/10.1177/0361198105190200102.
Der volle Inhalt der QuelleDissertationen zum Thema "Dalles (construction)"
Moisan, Caroline. „Distribution des moments dans les dalles avec surépaisseurs continues“. Sherbrooke : Université de Sherbrooke, 2001.
Den vollen Inhalt der Quelle findenMecheti, Othmane. „Apport de la haute performance au comportement de dalles en béton armé“. Toulouse, INSA, 2001. http://www.theses.fr/2001ISAT0014.
Der volle Inhalt der QuelleLamothe, Serge. „Développement d'un connecteur Rigide-Ductile-Économique pour dalles composites en bas lamellé-croisé et béton pour les bâtiments multiétages“. Master's thesis, Université Laval, 2019. http://hdl.handle.net/20.500.11794/34005.
Der volle Inhalt der QuelleWooden structures are a good solution for building multi-story buildings. Wood is known for its architectural appearance, low footprint and mechanical strength. The addition of a thin layer of concrete connected using shear connectors to a piece of glued-laminated timber (GLULAM) or a Cross-Laminated Timber (CLT) considerably increases the rigidity of the floor. It is therefore possible to build longer span in building while respecting the Serviceability Limit States (SLS) deflection criteria as well as the Ultimate Limit States (ULS) bearing capacity. These innovative solutions are also less sensitive to vibrations since they are more rigid. The comfort of users is improved. This thesis focuses on the development of a shallow notch type connection suitable for composite slabs. This connection is designed to obtain a rigid initial behavior, followed by a big ductility. This is possible by using the compressive ductile nature of the timber. Several configurations are tested in CLT and GLULAM. The depth of the cut varies from 20 mm to 35 mm. The influence of the presence of an acoustic insulation between the timber and the concrete is also quantified. The first shear tests on the different configurations showed very good results. Three 8 m single span CLT-HPC slabs were cast. The CLT-HPC slabs were designed with a multi-criteria approach to meet the National Building Code of Canada (NBCC) standards and to maximize certain factors considered important by the building industry such as floor thickness, floor weight, the cost, etc.
Naud, Nicolas. „Développement des structures composites bois-béton avec emphase sur le comportement de la connexion“. Master's thesis, Université Laval, 2018. http://hdl.handle.net/20.500.11794/30276.
Der volle Inhalt der QuelleTimber framing is a very attractive alternative for the construction of multistory buildings. Thanks to its low ecological footprint, its excellent mechanical properties and the aesthetics of finished product. By adding a thin concerted concrete slab, the thickness and weight of the floors can be considerably reduced while respecting the design criteria. In order to succeed, the load must be transferred from the concrete slab to the timber beam by the shear connectors. Different types of connectors allow this transfer. Nevertheless, it is difficult to guarantee good stiffness in serviceability and ductile behaviour before the collapse of the structure. Ductility is an indicator of the ability of the structure to dissipate energy. In this master thesis, the behaviour of a new cast-in-place composite connector will be discussed. This ultra-high performance fiber-reinforced concrete (UHPFRC) with a steel core ensures stiffness and ductility. The aim of this research is to verify and validate the behaviour of the composite connector by varying the different geometric parameters, namely the diameter and the length. Furthermore, in order to confirm the performance of the new connector, a bending test will be carried out on typical floor beams in comparison with another shear connector. These laboratory tests will also be validated using a simple and complex calculation method to verify the structural behaviour in both Serviceability Limit States (SLS) and Ultimate Limit States (ULS). Finally, this thesis explores the behaviour of a thin slab of UHPFRC connected to a glued laminated timber (GLT) with a long span of 9 m. The TCC beams were designed with a simplified multi-criteria approach. The results confirm the promising potentials, in terms of weight and overall thickness, of using UHPFRC thin slab for future TCC multistory buildings.
Antoine, Pierre-Cornélius. „Etude des dalles sur sols renforcés au moyen d'inclusions rigides ou non“. Doctoral thesis, Universite Libre de Bruxelles, 2010. http://hdl.handle.net/2013/ULB-DIPOT:oai:dipot.ulb.ac.be:2013/209997.
Der volle Inhalt der QuelleDoctorat en Sciences de l'ingénieur
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Martin, Yannick. „Développement d'assemblages de dispositif de retenue pour les ponts à tabliers orthotropes en acier“. Master's thesis, Université Laval, 2015. http://hdl.handle.net/20.500.11794/25881.
Der volle Inhalt der QuelleTraffic barriers in bridge construction are specially designed devices that are carefully selected and connected to the bridge deck to redirect errant vehicles safely into the flow of traffic and prevent them from proceeding down a non-driveable batter. Current North American bridge design standards require that the selected traffic barrier system must be crash-tested at full-scale to ensure a safe design standard. Minimal modifications of already crash-tested and approved traffic barrier system are however allowed if its performance can be demonstrated by an appropriate engineering simulation and analysis. The finite element analysis method is an effective tool to predict the response of traffic barriers under vehicle-induced forces. The present research aims at developing generic connector systems (deck and curb-mounted) that allows the attachment of a standard already-crash-tested post-and-rail barrier to orthotropic steel decks. This research involves both static analysis and dynamic simulation of crash-test using ABAQUS and LS-DYNA. The ability of the attachment system to transfer the impact loads without compromising the structural integrity of the bridge deck or the barrier itself would be examined in detail. Typical assembly were developed with strengthening plates to connect the traffic barriers directly on the orthotropic steel deck and with a module to connect it on a steel curb. Similarities existing between the results of the different analyses show that the static loads specified in Canadian standard CSA S6-06 are appropriate for the modification of the anchorage of traffic barriers to connect them to orthotropic steel decks. Keywords : Traffic barrier, orthotropic steel deck, bridge, connector system, finite element analysis.
Beudon, Camille. „Conception et analyse de cycle de vie d'un pont routier à platelage en aluminium sur poutres en bois lamellé-collé“. Master's thesis, Université Laval, 2020. http://hdl.handle.net/20.500.11794/67779.
Der volle Inhalt der QuelleThe Quebec Gouvernment wishes to promote the use of wood and aluminium in the construction and rehabilitation of structures. In the context of the short-term vision of construction projects, wood and aluminium are clearly disadvantaged. However, aluminium and glued laminated timber could become competitive materials for the rehabilitation of the Quebec roadway bridges, in particular thanks to their local production in Quebec and their possibility of recycling. In order to avoid a biased short-term view, the method of arbitration used is that of life cycle analysis. This holistic method makes it possible to take into account all life-cycle stages. Two analyzes are carried out in parallel. The first concerns life cycle costs and the second concerns environmental impacts. These two studies complement each other and add a environmental dimension, which is not negligible today, on decision-making. The first stage of this project consists of the design of the hybrid bridge deck aluminium on glued laminated timber beams using the CAN / CSA S6-14 standard. The bridge-type thus designed is subsequently used during life cycle analyzes. The economic analysis is done using the ISO 15686-5 standard (2017). The environmental impact analysis is done using the ISO 14040 and 14044 standards (2006). The use of wood and aluminium as well as the low number of maintenance operations make the aluminum/wood deck more economically advantageous over its entire lifespan. Conventional concrete/steel decks provide a clear reduction in initial construction costs, but this trend is reversed very quickly. The possible prefabrication of aluminium/steel and aluminium/ wood bridge decks reduces indirect construction costs. Thus aluminium/ wood bridge decks reduce 86 % of the total cost of the conventional bridge deck. In terms of environmental indicators, the aluminium wood/decki s also to be favored
Desjardins, Victor. „Connecteurs en cisaillement pour développer l'action composite dans les ponts aluminium/acier“. Master's thesis, Université Laval, 2017. http://hdl.handle.net/20.500.11794/27926.
Der volle Inhalt der QuelleAluminium alloys have many properties that make this material fit for structural uses, in particular in a nordic climate. This metal has indeed a good weight/resistance ratio, an excellent corrosion resistance, a high resilience at low temperatures, and a good formability. For these reasons, aluminium is considered for the production of bridge decks made of multi-cellular extrusions welded together. Decks are to be connected to steel girders with slip-critical bolted joints, in order to achieve composite action between the deck and the girders. The main concern is the lack of accessibility of the interior of the extrusions. This prevents the setting up of the slip-critical bolteds joints, compliantly with the canadian standards about highway bridges. Two solutions are studied : the use of blind bolts and the design of an special extrusion to join the deck to the beams. For each of these solutions, a feasability study is led. Two models of blind bolts are identified, then modeled by finite elements to determine wether they match the CAN/CSA-S6-2014 requirements about slip-critical joints. The solutions explored in this project are finally campared by the mean of SWOT analysis, in order to bring out their strenghts, weaknesses, opportunities and threats. Key-words 6063-T6, aluminium, blind bolt, bridge, CAN/CSA-S6-2014, deck, extrusions, finite elements slip-critical joint.
Gomes, Fernanda. „Influence du revêtement sur le comportement en fatigue des dalles orthotropes : étude d'une solution en BFUP“. Phd thesis, Université Paris-Est, 2012. http://tel.archives-ouvertes.fr/tel-00806298.
Der volle Inhalt der QuelleLeclerc, Julien. „Utilisation innovatrice de l'aluminium dans les ponts : effets de la variation de la température sur le comportement structural d'un tablier à platelage d'aluminium sur poutres d'acier, à action composite“. Master's thesis, Université Laval, 2018. http://hdl.handle.net/20.500.11794/30272.
Der volle Inhalt der QuelleThis project concerns the use of a new aluminium bridge deck that is being developed at Université Laval. It is a 200 mm deep aluminium bridge deck, which represents an alternative to the reinforced concrete slabs in bridges. This project proposes to connect the aluminium bridge deck to steel girders using galvanized ASTM F3125/F3125M-15a grade A325 bolts of diameter M20 in a slip-critical connection. Full composite action between the deck and the girders is expected in order to develop the full capacity of the composite section. However, the coefficient of thermal expansion of aluminium, being twice that of steel, differential movements may occur during temperature changes. To understand the behavior of the bolted connection under such thermal loadings, this project uses finite element model with the Abaqus software. The combinations of dead, live and thermal loads at the ultimate limit state (ULS) and serviceability limit state (SLS) are studied. The loads are calculated according to the Canadian Highway Bridge Design Code (CAN/CSA S6-14). Results confirm that full composite action between the aluminium deck and the steel girders can be achieved. Moreover, by following the recommendations of this study, it is possible to eliminate the sliding that may occur during the thermal loading of the beam at the serviceability limit state (SLS). This study also offers a solution to prevent the failure of the bolted connections following the combination of thermal and mechanical loads.
Bücher zum Thema "Dalles (construction)"
1934-, Favre R., Hrsg. Dimensionnement des structures en béton: Dalles, murs, colonnes et fondations. Lausanne: Presses polytechniques et universitaires romandes, 1990.
Den vollen Inhalt der Quelle findenBush, Larry D. Concrete bridge deck with isotropic reinforcing: Construction report : USBR Canal Bridge, The Dalles - California Highway, Klamath Falls, Oregon : experimental features. Salem, Or: Research Unit, Oregon Dept. of Transportation, 1996.
Den vollen Inhalt der Quelle findenOgliari, Francesco. Milano vista da sotto: Dalle vestigia romane alla metropolitana. Pavia: Selecta, 2002.
Den vollen Inhalt der Quelle findenJohnson, David. Limestone industries of the Yorkshire Dales. 2. Aufl. Stroud: Amberley, 2010.
Den vollen Inhalt der Quelle findenTomlinson, Doug. Dallas architecture, 1936-1986. Austin, Tex: Texas Monthly Press, 1985.
Den vollen Inhalt der Quelle findenFagà, Giulia. Residenze temporanee: Dalle tende del paleolitico alle stampanti 3D. Ariccia (RM): Aracne, 2016.
Den vollen Inhalt der Quelle findenUnited States. Employment Standards Administration. Wage and Hour Division, Hrsg. Davis-Bacon wage survey report: Dallas-Fort Worth building construction wage rates. Washington, D.C: U.S. Dept. of Labor, Employment Standards Administration, Wage and Hour Division, 1990.
Den vollen Inhalt der Quelle findenUnited States. Employment Standards Administration. Wage and Hour Division, Hrsg. Davis-Bacon wage survey report: Dallas-Fort Worth building construction wage rates. Washington, D.C: U.S. Dept. of Labor, Employment Standards Administration, Wage and Hour Division, 1990.
Den vollen Inhalt der Quelle findenUnited States. Employment Standards Administration. Wage and Hour Division., Hrsg. Davis-Bacon wage survey report: Dallas-Fort Worth building construction wage rates. Washington, D.C: U.S. Dept. of Labor, Employment Standards Administration, Wage and Hour Division, 1990.
Den vollen Inhalt der Quelle findenOmvedt, Gail. Dalit visions: The anti-caste movement and the construction of an Indian identity. New Delhi: Orient Longman, 1995.
Den vollen Inhalt der Quelle findenBuchteile zum Thema "Dalles (construction)"
Doniger, Wendy. „Dogs as Dalits in Indian Literature“. In Ancient Myth. Media, Transformations and Sense-Constructions, 391–405. Berlin, New York: Walter de Gruyter, 2009. http://dx.doi.org/10.1515/9783110217247.5.391.
Der volle Inhalt der QuelleAkerlof, George A. „Looting: The Economic Underworld of Bankruptcy for Profit“. In Explorations in Pragmatic Economics, 232–79. Oxford University PressOxford, 2005. http://dx.doi.org/10.1093/oso/9780199253906.003.0012.
Der volle Inhalt der QuelleIssar, Lucky. „Narratives of Erasure“. In Advances in Linguistics and Communication Studies, 171–87. IGI Global, 2019. http://dx.doi.org/10.4018/978-1-5225-9444-4.ch008.
Der volle Inhalt der QuelleTaber, Douglass. „Stereocontrolled Carbocyclic Construction: (-)-Mintlactone (Bates), (-)-Gleenol (Kobayashi), (-)-Vibralactone C (Snider)“. In Organic Synthesis. Oxford University Press, 2011. http://dx.doi.org/10.1093/oso/9780199764549.003.0081.
Der volle Inhalt der QuelleRadouan, Sébastien. „L’économie mixte et l’aménagement urbain“. In L’économie mixte et l’aménagement urbain, 97–122. Société française d'histoire urbaine, 2024. http://dx.doi.org/10.3917/rhu.068.0097.
Der volle Inhalt der QuelleTaber, Douglass F. „Heteroaromatic Construction: The Sperry Synthesis of (+)-Terreusinone“. In Organic Synthesis. Oxford University Press, 2015. http://dx.doi.org/10.1093/oso/9780190200794.003.0066.
Der volle Inhalt der QuelleTaber, Douglass F. „Heteroaromatic Construction: The Wipf Synthesis of Cycloclavine“. In Organic Synthesis. Oxford University Press, 2013. http://dx.doi.org/10.1093/oso/9780199965724.003.0068.
Der volle Inhalt der QuelleGillet, Fanny, und Patrick Crowley. „The Persistence of the Image, the Lacunae of History: The Archive and Contemporary Art in Algeria (1992–2012)“. In Algeria. Liverpool University Press, 2017. http://dx.doi.org/10.5949/liverpool/9781786940216.003.0008.
Der volle Inhalt der QuelleBerman, Laine. „Respectful Intimacy and the Production of Identity“. In Speaking Through the Silence, 183–213. Oxford University PressNew York, NY, 1998. http://dx.doi.org/10.1093/oso/9780195108880.003.0007.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Dalles (construction)"
Stringer, Charlie, Randall Payton, Michael Larsen, Kevin Laven und David Roy. „Integrated Leak Detection at Dallas Water Utilities“. In International Conference on Pipeline Engineering and Construction. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40934(252)108.
Der volle Inhalt der QuelleSpires, David B., Yingqin (Elaine) Jin, Bryce Binney, Victor Ryzhikov und Patrick Hays. „Dallas Horseshoe Project—Spliced Concrete Girder Design and Construction Overview“. In Structures Congress 2018. Reston, VA: American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481332.001.
Der volle Inhalt der QuelleKim, Jung In, Jacobo Ruza, Calvin Kam und Sandy Ng. „Evidence-Based Analyses of Hospital Site Selection for the Aging Population in Dallas, Texas“. In International Conference on Sustainable Design, Engineering, and Construction 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412688.034.
Der volle Inhalt der QuelleAitani, Koichiro, und Shohei Yoshinaga. „Economic Impact Generated by the Public Open Space: Case Study of Klyde Warren Park“. In 2018 ACSA International Conference. ACSA Press, 2018. http://dx.doi.org/10.35483/acsa.intl.2018.53.
Der volle Inhalt der QuelleDong-Ki Ryu, Sun-Ok Chung, Sang-Un Park, Sun-Ju Kim und Yong-Pyo Lim. „Construction and Operational Test of a Plant Factory“. In 2012 Dallas, Texas, July 29 - August 1, 2012. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2012. http://dx.doi.org/10.13031/2013.42051.
Der volle Inhalt der QuelleZerbi, Andrea, und Giorgia Bianchi. „Un HGIS per lo studio dei catasti storici della città di Parma“. In International Conference Virtual City and Territory. Roma: Centre de Política de Sòl i Valoracions, 2014. http://dx.doi.org/10.5821/ctv.7981.
Der volle Inhalt der QuelleSandhya Mohan und Fouad H Jaber. „Construction and Evaluation of Permeable Pavements and Bioretention in North Central Texas“. In 2012 Dallas, Texas, July 29 - August 1, 2012. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2012. http://dx.doi.org/10.13031/2013.41876.
Der volle Inhalt der QuelleReiner, Matthias J. „Simulation of the on-orbit construction of structural variable modular spacecraft by robots“. In American Modelica Conference 2022, Dallas, October 26-28. Linköping University Electronic Press, 2023. http://dx.doi.org/10.3384/ecp2118638.
Der volle Inhalt der QuelleMi, Guyue, Pengtao Zhang und Ying Tan. „A multi-resolution-concentration based feature construction approach for spam filtering“. In 2013 International Joint Conference on Neural Networks (IJCNN 2013 - Dallas). IEEE, 2013. http://dx.doi.org/10.1109/ijcnn.2013.6706876.
Der volle Inhalt der QuelleMi, Guyue, Pengtao Zhang und Ying Tan. „Feature construction approach for email categorization based on term space partition“. In 2013 International Joint Conference on Neural Networks (IJCNN 2013 - Dallas). IEEE, 2013. http://dx.doi.org/10.1109/ijcnn.2013.6707020.
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