Relevant bibliographies by topics / Tubular construction

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Tubular construction'

Author: Grafiati
Published: 4 June 2021
Last updated: 3 February 2022

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Journal articles on the topic "Tubular construction"

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Packer, JA. "Tubular construction." Progress in Structural Engineering and Materials 2, no. 1 (January 2000): 41–49. http://dx.doi.org/10.1002/(sici)1528-2716(200001/03)2:1<41::aid-pse6>3.0.co;2-t.

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Huysmans, T., J. Sijbers, and V. Brigitte. "Automatic Construction of Correspondences for Tubular Surfaces." IEEE Transactions on Pattern Analysis and Machine Intelligence 32, no. 4 (April 2010): 636–51. http://dx.doi.org/10.1109/tpami.2009.93.

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Tizani, Walid M. K., Gwynne Davies, and Timothy J. McCarthy. "A construction-led design process for tubular trusses." Design Studies 15, no. 3 (July 1994): 248–59. http://dx.doi.org/10.1016/0142-694x(94)90012-4.

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Semko, Pavlo, Serhii Skliarenko, and Volodymyr Semko. "Concrete Filled Tubular Elements Joints Investigation." International Journal of Engineering & Technology 7, no. 3.2 (June 20, 2018): 494. http://dx.doi.org/10.14419/ijet.v7i3.2.14578.

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The stress-strain state and the bearing capacity of the dismountable joints of concrete filled tubular elements are investigated. The methods of calculation and constructive solutions of concrete filled tubular elements with joints are analyzed. Five new types of dismountable joints are proposed. Experimental studies of concrete filled tubular elements have been carried out. It was determined that the most effective for compression was a joint with a steel coupling and for bending the most effective was a joint with longitudinal ribs. The numerical modeling algorithm is presented; results are verified using experimental tests. A method for constructing N-M boundary dependences for concrete filled tubular structures is proposed. Bearing capacity diagrams for concrete filled tubular elements and their joints have been constructed. The costs of the materials needed to perform the joint as the example of a real construction for similar loads are analyzed.
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PENG, JUI-LIN, CHUNG-WEI WU, MING-HSIANG SHIH, and YEONG-BIN YANG. "EXPERIMENTAL STUDY OF LOAD CAPACITIES OF TUBULAR STEEL ADJUSTABLE SHORES USED IN CONSTRUCTION." International Journal of Structural Stability and Dynamics 13, no. 04 (May 2013): 1250063. http://dx.doi.org/10.1142/s0219455412500630.

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In this study, experimental tests were performed to investigate the load capacities of tubular steel adjustable shores in setups typically employed in construction sites, both for isolated units and combined systems. As for isolated units, the column curves of isolated tubular steel adjustable shores for a wide range were presented based on the test results. These curves can be used for interpolating the strength of tubular steel adjustable shores in design, instead of relying on extrapolation that may lead to uncertainties. The test results show that the overlap length between the connecting tube and base tube of the shore does not affect substantially the load capacity. Additionally, the load capacity of a 3-section tubular steel adjustable shore is lower than that of a 2-section shore. The load capacity of tubular steel adjustable shores decreases when No. 3 steel bars, instead of tube locks, are used. As for the combined systems, the reinforcing effect for a tubular steel adjustable shoring system with less than 16 shores is negligible when reinforced horizontally. For a tubular steel adjustable shoring system with four shores, the reinforcing effect is obvious when reinforced both horizontally and diagonally. This study also introduces the novel concept of upper and lower limit values of load capacity, which embrace the maximum and minimum strengths of all tested shoring members randomly selected for testing at the construction site. This concept can be potentially applied in shoring design.
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Popa, Dan Cristian, Vasile Ioan Gliga, and Lorand Szabo. "Construction of a New Type of Modular Tubular Machine." Advanced Engineering Forum 8-9 (June 2013): 437–44. http://dx.doi.org/10.4028/www.scientific.net/aef.8-9.437.

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A new type of tubular machine in modular construction that can work either like motor or generator is presented in the paper. It belongs to the transverse flux machines class and operates based on the variable reluctance principle. Two topologies of the machine, with and without permanent magnets (PM), are approached here. A prototype of the tubular machine with electromagnetic excitation, having a stator core built from laminated sheets and the mover core made of soft magnetic composite material, was built and is shown in the paper. The use of the new soft magnetic composite material, Somaloy 700 HR, having 3D magnetic isotropy, brings important advantages in building the structure. The innovative construction, implying the alternation of the magnetic pieces called modules with no-magnetic spacers, has very good performances. A prototype of this machine was built and a test bench equipped with control and monitoring devices in order to perform experimental tests. Some possible applications showing the potential of the proposed machine are also presented.
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Si, Wen, Pengyang Xin, Zhan-Ting Li, and Jun-Li Hou. "Tubular Unimolecular Transmembrane Channels: Construction Strategy and Transport Activities." Accounts of Chemical Research 48, no. 6 (May 27, 2015): 1612–19. http://dx.doi.org/10.1021/acs.accounts.5b00143.

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Bahadur, A., M. Zubair, and M. B. Khan. "Design, construction and evaluation of solarized airlift tubular photobioreactor." Journal of Physics: Conference Series 439 (June 10, 2013): 012036. http://dx.doi.org/10.1088/1742-6596/439/1/012036.

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Yin, Su Hua, and Ying Na Dong. "Construction Technology of Concrete Filled Steel Tubular in Shenyang Wanxin Building." Applied Mechanics and Materials 170-173 (May 2012): 3266–69. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.3266.

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Concrete filled steel tube is widely used in super high-rise steel structure, but there are many problem in the construction of concrete filled steel tube. With the construction of Wanxin building as an example, this paper described the selection of the construction program, and analyzed the disadvantages in construction such as the difficulties of concrete pumping and the problems of pipe blockage, pipe explosion and concrete curing during the process of construction. Based on structural characteristics and construction difficulties, the key technique of steel tube concrete construction are introduced in detail. It can provide significant reference and guide for super high-rise building construction.
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Wang, Hai Liang, and Zhen Yu Wang. "Effects of Guiding Beams on Behavior of Continuous Curved Girder Bridge of Spatial Truss Structure with Concrete Filled Steel Tubular." Applied Mechanics and Materials 71-78 (July 2011): 284–87. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.284.

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The stiffness, length and weight per unit length of the guiding beam had significant effect on the internal forces of the girder during the construction. The appropriate parameters could reduce internal forces, and save materials and ensure construction safety. The effect of different parameters of the guiding beam on the behavior of girder during the construction was analyzed to determine a reasonable parameter of guiding beams on continuous curved girder bridge of spatial truss structure with concrete filled steel tubular in incremental launching construction. The results of the analysis could provide technical data the design of other launching nose for continuous curved girder bridge of spatial truss structure with concrete filled steel tubular in incremental launching construction.
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Dissertations / Theses on the topic "Tubular construction"

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Silva, Augusto Ottoni Bueno da. "Treliça tubular mista com múltiplos painéis Vierendeel." [s.n.], 2013. http://repositorio.unicamp.br/jspui/handle/REPOSIP/258576.

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Orientadores: Newton de Oliveira Pinto Júnior, João Alberto Venegas Requena
Tese (doutorado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo
Made available in DSpace on 2018-08-22T02:16:45Z (GMT). No. of bitstreams: 1 Silva_AugustoOttoniBuenoda_D.pdf: 10620003 bytes, checksum: 1ae2a0949d644fd7b3bdbee6ccba8b20 (MD5) Previous issue date: 2013
Resumo: As treliças mistas em aço-concreto, alternativas bastante eficientes para vencer grandes vãos, são geralmente empregadas em edifícios comerciais e industriais, e, em pontes ferroviárias e rodoviárias. Em muitos casos, para que se possibilite a passagem de dutos, dificultada nos quadros com presença de diagonais, e construído um painel Vierendeel central; porem, em algumas situações, este único painel pode ser insuficiente, necessitando-se então a criação de novos painéis para satisfazer o uso que se pretende dar a construção. Neste sentido, o objetivo do estudo foi determinar através de um procedimento de calculo analítico e modelagens elástica bi-dimensional e plástica tri-dimensional, a capacidade resistente e o modo de ruptura de uma treliça tubular mista bi-apoiados com 15 metros de vão, sendo todo o terço central constituído por painéis Vierendeel. Em seguida, mantendo-se o vão de 15 metros e os perfis estipulados no dimensionamento, foi feita uma parametrização dos resultados para estruturas com 3, 7, 9 e 13 painéis. O estudo, desenvolvido para cargas de escritório, apontou a proporção vão/3 - vão/3 - vão/3 como a ideal para a relação entre trechos treliçado - Vierendeel - treliçado, pois ao se aumentar a proporção do trecho central ocupado pelos painéis Vierendeel, os novos sistemas perdem muita rigidez passando a não suportar mais a carga estipulada no projeto. Alem disso, podem passar a apresentar deslocamentos verticais excessivos e resistência às forcas cortantes externas atuantes sobre os painéis insuficiente
Abstract: The steel-concrete composite trusses, an efficient alternative to overcome large spans, are generally used in commercial and industrial buildings, and rail and road bridges. In many cases, in order to enable the passage of ducts, with complications in the frames with the presence of diagonals, a central Vierendeel panel is built, but in some situations, if this single panel may be insufficient, then one would need to create new panels to meet the intended use to build. In this case, the objective of the study was to determine, through analytical calculation, two-dimensional elastic modeling and three-dimensional plastic modeling, the bearing capacity and failure mode of a bi-supported truss with a 15 meter span, and the entire central third consisting of Vierendeel panels. Then, keeping the span of 15 meters and the sections determined in the design, a parameterization of the results was made for structures having 3, 7, 9 and 13 panels. The study developed for office loads, found the proportion span/3 - span/3 - span/3, as the ideal relationship for the truss - Vierendeel - truss lengths, because by increasing the proportion of the length occupied by the central Vierendeel panels, the new system loses stiffness and no longer support the load stipulated in the project. Furthermore, they can start presenting excessive vertical displacements and insufficient resistance to external shear forces acting on the panels
Doutorado
Estruturas
Doutor em Engenharia Civil
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Zhang, Xiaodong. "Daylighting performance of tubular solar light pipes : measurement, modelling and validation." Thesis, Edinburgh Napier University, 2002. http://researchrepository.napier.ac.uk/Output/3602.

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The innovation of natural daylighting light pipe took place more than twenty years ago. Since then its daylighting performance has been reported in a number of studies. To date, however, no mathematical method that includes the effect of straight-run and bends within light pipes has been made available. Therefore, a generalm athematicalm odel for light pipes is desirablet o assessa nd predict its daylighting performance.F urthermore,s uch a generalm odel can enablet he assessmenot f light pipe system's efficiency and potential in energy saving. A modified form of daylight factor, Daylight Penetration Factor (DPF), has been introduced to build a sophisticated model that takes account of the effect of both internal and external environmental factors, and light pipe configuration. Measurementsa nd mathematicalm odelling activities aimed at predicting the daylighting performance of light pipes with various configurations under all weather conditions in the UK were undertaken. A general daylighting performance model, namely DPF model, for light pipes was developed and validated. The model enables estimation of daylight provision of the light pipes with a high degree of accuracy, i. e. R2 values of 0.95 and 0.97 for regression between predicted and measured illuminance were respectively obtained for the above model. The DPF model uses the most routinely measured radiation data, i. e. the global illuminance as input. Considering that in real applications, light pipes installed in a particular building may not receive the full amount of global illuminance as measured by local meteorological office. This may be due to partial shading of the light pipe top collector dome. Therefore, to enable the application of the DPF model in practical exercisesf undamentalw ork on sky diffuse illuminance measurementsh ave been undertaken. An exhaustive validation has been carried out to examine the DPF model in terms of the structure of the model and its performance. The DPF model was compared against studies by other independent researchersin the field. Independentd ata setsg atheredf rom a separates ite were used to validate the performance of the DPF model. Comprehensive statistical methods have been applied during the course of validation. Relevant, brief economic and environmental impact of the technology under discussion has also been undertaken. One of the main achievementso f this work is the mathematicalm ethod developedt o evaluatet he daylighting performance of light pipes. T'he other main achievement of this work is the development and validation of the DPF models for predicting light pipes' daylighting performance.
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Murphy, Bryan Craig. "Design and construction of a precision tubular linear motor and controller." Texas A&M University, 2004. http://hdl.handle.net/1969.1/101.

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A design for a novel tubular high-precision direct-drive brushless linear motor has been developed. The novelty of the design lies in the orientation of the magnets in the mover. In conventional linear motors the magnets of the armature are arranged such that the attractive poles are adjacent throughout, in an NS-NS-NS orientation, where N denotes the north pole and S denotes the south pole of the magnet. In the new design, the magnets in the moving part are oriented in an NS-NS-SN-SN orientation. This change in orientation yields greater magnetic field intensity near the like-pole region. The magnets of the mover are encased within a brass tube, which slides through a three-phase array of current-carrying coils. As the coils are powered, they induce a force on the permanent magnets according to the Lorentz force equation. The primary advantages of the motor are its compact nature, fast, precise positioning due to its low-mass moving part, direct actuation, extended travel range, and ability to extend beyond its base. The linear motor is used in conjunction with a position sensor, power amplifiers, and a controller to form a complete solution for positioning and actuation requirements. Controllers were developed for two applications, with a lead-lag as the backbone of each. For the first application, the principal requirements are for fast rise and settling times. For the second application, the primary requirement is for near-zero overshoot. With the controller for application 1, the motor has a rise time of 55 ms, a settling time of 600 ms, and 65% overshoot. With the controller for application 2 implemented, the motor has a rise time of 1 s, a settling time of 2.5 s, and 0.2% overshoot. The maximum force capability of the motor is measured to be 26.4 N. The positioning resolution is 35 ?m. This thesis discusses the motor's physical design, construction, implementation, testing, and tuning. It includes specifications of the components of the motor and other necessary equipment, desired and actual motor performance, and the primary limitations on the precision of the system.
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Feng, Ran, and 馮然. "Design of cold-formed stainless steel tubular joints." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2008. http://hub.hku.hk/bib/B41290628.

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Bessette, Norman F. II. "A mathematical model of a tubular solid oxide fuel cell." Thesis, Georgia Institute of Technology, 1992. http://hdl.handle.net/1853/19260.

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Luo, Lie, and 罗冽. "Uni-axial behavior of normal-strength concrete filled steel tubular columns with external confinement." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B49618210.

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This thesis proposes two forms of external confinement for concrete filled steel tubular (CFST) columns. The confinement efficiency is studied by examining the axial strength enhancement and ductility improvement of the CFST columns with external confinement. Due to the heavy demand of confining steel to restore the column ductility in seismic regions, it is more efficient to confine these columns by hollow steel tube to form CFST column. Compared with transverse reinforcing steel, steel tube provides a stronger and more uniform confining pressure to the concrete core, and reduces the steel congestion problem for better concrete placing quality. The CFST columns are therefore characterised by higher strength, ductility and large energy absorption before failure. However, a major shortcoming of CFST columns is the imperfect steelconcrete interface bonding occurred at the elastic stage as steel dilates more than concrete in compression. This adversely affects the confining effect and decreases the elastic modulus. To resolve the problem, it is proposed in this thesis to use external steel confinement in the forms of rings and ties to restrict the dilation of steel tube. For verification, a series of uni-axial compression test was performed on some CFST columns with external steel rings and ties. From the results, it was found that the external steel rings could improve both the axial strength and stiffness of the CFST columns significantly. However, the steel ties could not improve either the axial strength or elastic stiffness significantly. The confining efficiency was then investigated by comparing the strength of these confined-CFST columns with the reinforced concrete (RC) columns counterparts with the same concrete and steel volume. It is evident that the axial strength of CFST columns is much higher than the RC columns, which suggests that the application of CFST columns can utilise less construction materials and reduce the demolition waste. A theoretical model is also proposed for predicting the axial strength of ring-confined CFST columns. Comparison between the predicted results and the test results obtained by the author and other researchers shows that the proposed model gives good estimation for both unconfined and confined CFST columns.
published_or_final_version
Civil Engineering
Master
Master of Philosophy
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Nezamian, Abolghasem 1968. "Bond strength of concrete plugs embedded in tubular steel piles." Monash University, Dept. of Civil Engineering, 2003. http://arrow.monash.edu.au/hdl/1959.1/5601.

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Machado, Rafael Ignacio. "Experimental investigation of steel tubed reinforced concrete columns." Thesis, Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/19457.

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Slimařík, Dušan. "Návrh nové evoluce trubkového rámu vozidla Formule Student." Master's thesis, Vysoké učení technické v Brně. Fakulta strojního inženýrství, 2012. http://www.nusl.cz/ntk/nusl-230250.

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Design of new evolution steel welded tubular frame specified for Formula Student series is the main goal of this thesis. In the first instance, type of frame designs is described. Next part of thesis is devote to rules, which must be respected in designing of new evolution of tubular frame. In main part, construction design and calculations of torsional stiffness using MKP analysis are mentioned. Interesting point of this work is located at penultimate part, which deals with preparation of tubular frame production. This is integral part of the construction process at all. Thesis ends with project summary.
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Laya, Enrique J. "Système de surveillance pour la détection du dommage de fatigue cumulée dans les structures offshore en acier." Châtenay-Malabry, Ecole centrale de Paris, 1987. http://www.theses.fr/1987ECAP0048.

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Pour vérifier le comportement des liaisons tubulaires soudées, étude d'un système de mesure en temps réel des déformations sur la section nominale des tubes arrivant aux noeuds ; technologiquement le système est conçu à partir des matériels existants.
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Books on the topic "Tubular construction"

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J, Han D., ed. Tubular members in offshore structures. Boston: Pitman, 1985.

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Chen, W. F. Tubular members in offshore structures. Boston, Mass: Pitman Advanced, 1985.

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Lin-Hai, Han, and Lu Hui 1963-, eds. Concrete-filled tubular members and connections. London: Spon Press, 2010.

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Baidar, Bakht, and Jaeger Leslie G, eds. Soil-steel bridges: Design and construction. New York: McGraw-Hill, 1993.

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Kong xin he shi xin gang guan hun ning tu jie gou. Beijing: Ke xue chu ban she, 2011.

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Marshall, Peter William. Design of welded tubular connections: Basis and use of AWS code provisions. Amsterdam: Elsevier, 1992.

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Kurobane, Y. Guia de diseno para uniones a columnas de perfiles tubulares estructurales. Köln: TÜV, 2007.

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Packer, J. A. Design guide for hollow section connections. [Toronto, Ont.]: Canadian Institute of Steel Construction, 1992.

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Welded tubular joints. Paris: Éditions Technip, 1987.

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Zhao, Xiao-Ling, Hui Lu, and Lin-Hai Han. Concrete-Filled Tubular Members and Connections. Taylor & Francis Group, 2017.

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Book chapters on the topic "Tubular construction"

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Han, Lin-Hai, Dennis Lam, and David A. Nethercot. "Construction." In Design Guide for Concrete-Filled Double Skin Steel Tubular Structures, 73–76. First edition. | Boca Raton, FL : CRC Press/Taylor & Francis Group, [2019]: CRC Press, 2018. http://dx.doi.org/10.1201/9780429440410-6.

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Hierholzer, Günther, Thomas Rüedi, Martin Allgöwer, and Joseph Schatzker. "Technical Details for Construction." In Manual on the AO/ASIF Tubular External Fixator, 45–68. Berlin, Heidelberg: Springer Berlin Heidelberg, 1985. http://dx.doi.org/10.1007/978-3-662-12416-1_7.

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"Composite construction." In Tubular Structures XIV, 51–128. CRC Press, 2012. http://dx.doi.org/10.1201/b13139-10.

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"Composite construction." In Tubular Structures XIV, 33. CRC Press, 2012. http://dx.doi.org/10.1201/b13139-7.

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"Composite construction." In Tubular Structures XIII, 599–692. CRC Press, 2010. http://dx.doi.org/10.1201/b10564-17.

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"Composite construction." In Tubular Structures XIII, 582. CRC Press, 2010. http://dx.doi.org/10.1201/b10564-80.

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MARSHALL, PETER WILLIAM. "CONSTRUCTION SYSTEM." In Design of Welded Tubular Connections, 330–53. Elsevier, 1992. http://dx.doi.org/10.1016/b978-0-444-88201-1.50012-8.

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Petersen, M. "Some applications of tubular construction in Spain." In Tubular Structures X, 169–73. Routledge, 2017. http://dx.doi.org/10.1201/9780203734971-22.

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Josat, O. "PREON—The flexible standard in hall construction." In Tubular Structures XIII, 351–56. CRC Press, 2010. http://dx.doi.org/10.1201/b10564-48.

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de Oliveira, J. C., S. Willibald, J. A. Packer, C. Christopoulos, and T. Verhey. "Cast steel nodes in tubular construction – Canadian experience." In Tubular Structures XI, 523–29. Routledge, 2017. http://dx.doi.org/10.1201/9780203734964-64.

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Conference papers on the topic "Tubular construction"

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Rivas, S., A. Greig, S. Blackman, and W. Tazani. "Robotic Welding of Tubular Nodes." In 16th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 1999. http://dx.doi.org/10.22260/isarc1999/0094.

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Jeung, In-Kyu, and Young-Bong Kwon. "The Squash Load of Concrete-Filled Tubular Sections." In International Conference on Composite Construction in Steel and Concrete 2013. Reston, VA: American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479735.005.

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Popa, Dan-Cristian, Vasile-Ioan Gliga, Lorand Szabo, and Vasile Iancu. "Tubular transverse flux variable reluctance motor in modular construction." In 2012 13th International Conference on Optimization of Electrical and Electronic Equipment (OPTIM). IEEE, 2012. http://dx.doi.org/10.1109/optim.2012.6231875.

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Liang, R. Y., H. L. Liu, and G. Q. Kong. "Construction and Analysis of Cast-in-Place Tubular Piles." In GeoCongress 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412121.010.

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Pi, Yong-Lin, and Mark Bradford. "Uncertain Creep Analysis of Concrete-Filled Steel Tubular Columns." In Research, Development and Practice in Structural Engineering and Construction. Singapore: Research Publishing Services, 2012. http://dx.doi.org/10.3850/978-981-08-7920-4_st-109-0335.

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Pi, Yong-Lin, Mark Andrew Bradford, and Weilian Qu. "Interval Long-Term Analysis of Concrete-Filled Steel Tubular Arches." In Modern Methods and Advances in Structural Engineering and Construction. Singapore: Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-7920-4_s2-s68-cd.

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Kawano, Akihiko, and Chiaki Matsui. "Cyclic Local Buckling and Fracture of Concrete Filled Tubular Members." In Composite Construction in Steel and Concrete IV Conference 2000. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)55.

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Kawano, Akihiko, and Chiaki Matsui. "The Deformation Capacity of Trusses with Concrete Filled Tubular Chords." In Composite Construction in Steel and Concrete IV Conference 2000. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)64.

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Gupta, P. K., Heaven Singh, and A. K. Ahuja. "Behavior Of Tubular Metallic Composite Columns Filled With Recycled Aggregate Concrete." In The Seventh International Structural Engineering and Construction Conference. Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_st-180-520.

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ANDERSON, RAY, and SHIRLEY PEARSON. "EVA construction and repair of tubular systems on Space Station." In 29th Structures, Structural Dynamics and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 1988. http://dx.doi.org/10.2514/6.1988-2456.

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Reports on the topic "Tubular construction"

1

Chen, Zhenming, Xi Wu, and Lei Jiang. THE KEY TECHNOLOGY FOR CONSTRUCTION OF CONCRETE-FILLED STEEL TUBULAR COMPOSITE COLUMN. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.098.

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2

Reiff, Emily A., and Gunda I. Georg. Construction of Affinity Probes to Study the Epothilone Binding Site on Tubulin. Fort Belvoir, VA: Defense Technical Information Center, May 2003. http://dx.doi.org/10.21236/ada416670.

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