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Artykuły w czasopismach na temat "Tubular steel structures"
Tsuda, K. "Concrete Filled Steel Tubular Structures". Concrete Journal 52, nr 1 (2014): 65–70. http://dx.doi.org/10.3151/coj.52.65.
Pełny tekst źródłaSonsino, C. M., i R. Umbach. "Hybrid Design Concept Using High-Strength Cast Steel Inserts for Tubular Joints of Offshore Structures". Journal of Offshore Mechanics and Arctic Engineering 120, nr 1 (1.02.1998): 10–19. http://dx.doi.org/10.1115/1.2829513.
Pełny tekst źródłaRasmussen, Kim J. R. "Recent research on stainless steel tubular structures". Journal of Constructional Steel Research 54, nr 1 (kwiecień 2000): 75–88. http://dx.doi.org/10.1016/s0143-974x(99)00052-8.
Pełny tekst źródłaKam, T. Y. "Nonlinear analysis of tubular steel framed structures". Computers & Structures 31, nr 3 (styczeń 1989): 445–52. http://dx.doi.org/10.1016/0045-7949(89)90392-1.
Pełny tekst źródłaWang, Zhong Quan, Xiao Qun Luo, Jiang Min Hu i Zong Lin Yang. "Integrated CAD/CAM Software for Steel Tubular Truss Structures". Advanced Materials Research 139-141 (październik 2010): 1117–21. http://dx.doi.org/10.4028/www.scientific.net/amr.139-141.1117.
Pełny tekst źródłaBoukhalkhal, Said Hicham, Abd Nacer Touati Ihaddoudène, Luis Filipe Da Costa Neves i Wafa Madi. "Dynamic behavior of concrete filled steel tubular columns". International Journal of Structural Integrity 10, nr 2 (8.04.2019): 244–64. http://dx.doi.org/10.1108/ijsi-07-2018-0040.
Pełny tekst źródłaWang, Libin, Hui Jin, Haiwei Dong i Jing Li. "Balance Fatigue Design of Cast Steel Nodes in Tubular Steel Structures". Scientific World Journal 2013 (2013): 1–10. http://dx.doi.org/10.1155/2013/421410.
Pełny tekst źródłaLiu, Yang-bing, Ping-ping Cui i Fang Chen. "On Factors behind the Reasonable Failure Mode of Concrete-Filled Circular Steel Tubular Composite Frame". Advances in Materials Science and Engineering 2021 (22.12.2021): 1–10. http://dx.doi.org/10.1155/2021/3027640.
Pełny tekst źródłaFeng, Xiong, Sashi K. Kunnath i Liu Haowu. "Seismic behavior of concrete filled steel tubular arch structures". Earthquake Engineering and Engineering Vibration 4, nr 1 (czerwiec 2005): 107–15. http://dx.doi.org/10.1007/s11803-005-0029-4.
Pełny tekst źródłaRaghava, G., A. G. M. Rao i D. S. R. Murthy. "Behavior of Unstiffened and Stiffened Steel Tubular T-Joints". Journal of Offshore Mechanics and Arctic Engineering 111, nr 1 (1.02.1989): 56–60. http://dx.doi.org/10.1115/1.3257139.
Pełny tekst źródłaRozprawy doktorskie na temat "Tubular steel structures"
Mashiri, Fidelis Rutendo 1968. "Thin-walled tubular connections under fatigue loading". Monash University, Dept. of Civil Engineering, 2001. http://arrow.monash.edu.au/hdl/1959.1/8784.
Pełny tekst źródłaBranco, Renato Henrique Ferreira. "Automação de projetos de estruturas planas treliçadas tubulares de aço com estudo comparativo entre treliças constituidas por barras com ligações rotuladas e rigidas". [s.n.], 2006. http://repositorio.unicamp.br/jspui/handle/REPOSIP/257810.
Pełny tekst źródłaDissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo
Made available in DSpace on 2018-08-09T15:12:35Z (GMT). No. of bitstreams: 1 Branco_RenatoHenriqueFerreira_M.pdf: 3986850 bytes, checksum: 072a11037e6f4092c809ec3cc6180f9e (MD5) Previous issue date: 2006
Resumo: Este trabalho tem como objetivo apresentar análises comparativas entre estruturas metálicas treliçadas tubulares planas considerando as vinculações entre as barras como rotuladas e estruturas metálicas treliçadas tubulares planas considerando as vinculações entre as barras como rígidas. A motivação deste estudo foi determinar qual a importância da rigidez das barras no dimensionamento das mesmas estruturas quando são consideradas diferentes vinculações entre as barras. Foram encontradas diferenças nos dimensionamentos quando as barras são ¿curtas¿ e conseqüentemente, bastante rígidas. Nestes casos, onde as barras são rígidas, a consideração de rótula leva a resultados que não condizem com o comportamento real da estrutura e, conseqüentemente, a um dimensionamento inadequado da estrutura tubular. Para agilizar as análises, foi desenvolvido um software que automatiza as etapas principais de um projeto de estruturas metálicas tubulares planas, com o objetivo de enquadrar tais análises em condições que respeitem os parâmetros normativos de ângulos entre barras, limites de esbeltez, entre outros. As etapas automatizadas foram: geração automática de determinadas geometrias, cálculo dos coeficientes de pressão e forma do vento e pressão dinâmica, carregamento automático da estrutura, cálculo estrutural e dimensionamento da estrutura. O programa possui uma interface amigável, integrada e ágil que permite aos projetistas de estruturas metálicas realizarem diversas análises possibilitando de forma rápida a escolha da solução mais adequada para a estrutura
Abstract: This research has the objective to present a comparative analysis between steel plane tubular trusses that consider the member¿s end connections as released and steel tubular plane trusses that consider the member¿s end connections as non-released (rigid). This study intends to measure the member¿s stiffness importance for the design of these members when them are considered released or not. It was found differences when the members were ¿short¿ and very rigid. In this cases, when the members were rigid, the released consideration takes to results that don¿t represent the real behavior of the structure and, consequently, to an inadequate design of the tubular structure. To make the analysis faster, it was developed a software that automate the major steps of a steel tubular structure design, with the objective to fit the analysis in the standard design recommendations, like angles between members, stiffness limits, and others. The automated steps were: automatic generation of geometries, automatic wind pressure calculation, automatic structure load insertion, structural analysis and steel structure design based on Brazilian codes. The software has a friendly interface, which allows engineers realize several analyses and, thus, choose the most adequate solution for the structure
Mestrado
Estruturas
Mestre em Engenharia Civil
Feng, Ran. "Design of cold-formed stainless steel tubular joints". Click to view the E-thesis via HKUTO, 2008. http://sunzi.lib.hku.hk/hkuto/record/B41290628.
Pełny tekst źródłaZhou, Feng. "Web crippling of cold-formed stainless steel tubular sections". Click to view the E-thesis via HKUTO, 2006. http://sunzi.lib.hku.hk/hkuto/record/B37228316.
Pełny tekst źródłaChao, Min, of Western Sydney Hawkesbury University, Faculty of Science and Technology i School of Construction and Building Sciences. "The design and behaviour of concrete filled steel tubular beam-columns". THESIS_FST_CBS_Chao_M.xml, 2000. http://handle.uws.edu.au:8081/1959.7/92.
Pełny tekst źródłaDoctor of Philosophy (PhD)
Khamisi, Ali. "Stability of Tubular Steel Structures : Buckling and Lateral Torsional Buckling". Thesis, Université de Lorraine, 2016. http://www.theses.fr/2016LORR0172.
Pełny tekst źródłaThis subject becomes topical following a rapid evolution of design procedures for slender structures used widely in the temporary installations. Only through the last twenty years that these structures are prefabricated of multidirectional frames (steel or aluminium tubular sections). These structures are lightweight and their stability lies only in the internal stiffness at rows of posts and horizontally by the planking as well as the links with the building. This work concerns the study of instabilities (buckling - lateral torsional buckling) taking into account different types of imperfections. New buckling curves and the associated imperfection factors are proposed in this thesis. These curves are obtained by imposing an initial deformed representing the geometrical and mechanical defects (residual stress). The experimental results were confronted with theoretical predictions of Eurocode 3 which show that the values of the imperfections in the literature are extremely exaggerated. The values advocated in this work could be of interest for a possible adjustment of the European buckling curves for this type of structure. Regarding the lateral instability, an original methodology in real scale tests of trusses consist of tubular elements was also developed. The developed loading system of "free wheels" allows releasing the point of application of the force from the beginning of instability. This technique leads to more accurate measurements of the critical lateral torsional buckling moment
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.
Pełny tekst źródłaFeng, Ran, i 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.
Pełny tekst źródłaHou, Chien-ann. "Modeling and control of welding distortion in tubular frame structures /". The Ohio State University, 1986. http://rave.ohiolink.edu/etdc/view?acc_num=osu1487265143145759.
Pełny tekst źródłaLui, Wing Man. "Design of cold-formed high strength stainless steel tubular columns and beam-columns /". View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20LUI.
Pełny tekst źródłaIncludes bibliographical references (leaves 149-154). Also available in electronic version. Access restricted to campus users.
Książki na temat "Tubular steel structures"
E, Niemi, Mäkeläinen P i Dalsbruck Oy Ab, red. Tubular structures: The third international symposium. London: Elsevier Applied Science, 1990.
Znajdź pełny tekst źródłaTubular steel structures: Theory and design. Wyd. 2. Cleveland: The James F. Lincoln Arc Welding Foundation, 1990.
Znajdź pełny tekst źródłaPaul, Grundy, Holgate Alan, Wong Bill i International Symposium on Tubular Structures (6th : 1994 : Melbourne), red. Tubular structures VI. Netherlands: A.A. Balkema, 1994.
Znajdź pełny tekst źródłaInternational Symposium on Tubular Structures (10th 2003 Madrid, Spain). Tubular structures X: Proceedings of the 10th International Symposium on Tubular Structures, 18-20 September 2003, Madrid, Spain. Lisse, Netherlands: A.A. Balkema, 2003.
Znajdź pełny tekst źródła1944-, Farkas József, i Jármai Károly, red. Mechanics and design of tubular structures. Wien: Springer, 1998.
Znajdź pełny tekst źródła1944-, Farkas József, i Jármai Károly, red. Tubular structures VII: Proceedings Seventh International Symposium on Tubular Structures, Miskolc, Hungary, 28-30 August 1996. Rotterdam, Netherlands: A.A. Balkema, 1996.
Znajdź pełny tekst źródłaChen, Wai-Kai. Tubular members in offshore structures. Boston: Pitman, 1985.
Znajdź pełny tekst źródłaChen, W. F. Tubular members in offshore structures. Boston, Mass: Pitman Advanced, 1985.
Znajdź pełny tekst źródłaKvedaras, Audronis Kazimieras. Theory and practice of concrete filled steel tubular structures. Vilnius: Technika, 1999.
Znajdź pełny tekst źródła(Zu-yan), Shen Z. Y., Chen Y. Y. (Yiyi) i Zhao X. Z. (Xianzhong), red. Tubular structures XII: Proceedings of the 12th International Symposium on Tubular Structures, Shanghai, China, 8-10 October, 2008. Boca Raton, Fla: CRC Press, 2009.
Znajdź pełny tekst źródłaCzęści książek na temat "Tubular steel structures"
Packer, J. A., i R. T. Krutzler. "Nailing of steel tubes". W Tubular Structures VI, 61–68. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-11.
Pełny tekst źródłaFarkas, József, i Károly Jármai. "Tubular Trusses". W Optimum Design of Steel Structures, 61–107. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36868-4_5.
Pełny tekst źródłaMcGilvray, Ian. "The architectural design of tubular steel structures". W Tubular Structures VI, 3–9. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-2.
Pełny tekst źródłaAgerskov, Henning, Rasmus Ingomar Petersen i Luis Lopez Martinez. "Fatigue in high-strength steel offshore tubular joints". W Tubular Structures VI, 527–34. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-77.
Pełny tekst źródłaTerry, P. J., M. A. Bradford i R. I. Gilbert. "Creep and shrinkage in concrete-filled steel tubes". W Tubular Structures VI, 293–98. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-43.
Pełny tekst źródłaEbenau, C., J. Menkenhagen i G. Thierauf. "Optimal design of cold-formed tubular steel-members". W Tubular Structures VI, 399–404. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-58.
Pełny tekst źródłaKvedaras, A., D. Mykolaitis i A. Šapalas. "Projects in hollow concrete-filled steel tubular structures". W Tubular Structures VII, 341–48. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203735008-51.
Pełny tekst źródłaKvedaras, A., D. Mykolaitis i A. Šapalas. "Projects in hollow concrete-filled steel tubular structures". W Tubular Structures VII, 341–48. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203735008-51.
Pełny tekst źródłaKvedaras, A., D. Mykolaitis i A. Šapalas. "Projects in hollow concrete-filled steel tubular structures". W Tubular Structures VII, 341–48. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203735008-51.
Pełny tekst źródłaO’Shea, M. D., i R. Q. Bridge. "High strength concrete in thin walled circular steel sections". W Tubular Structures VI, 277–84. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-41.
Pełny tekst źródłaStreszczenia konferencji na temat "Tubular steel structures"
P. K., Gupta, i Singh P. "Study of Concrete Filled Tubular Columns using Finite Element Analysis". W 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_cc-th012.
Pełny tekst źródłaS. P., Narayanan, Kalaikumar V., Cossa N. J., Hasifi M. S., Ismail I. i Ismail A. "Behaviour of Tubular Steel Column — Bare, Concrete Filled and Retrofitted". W 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_frp-fr030.
Pełny tekst źródłaM. A., Eder, Vollum R. L. i Elghazouli A. Y. "Behaviour and Modelling of Tubular Steel Column-to-Flat Slab Assemblages". W 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_cc-we007.
Pełny tekst źródłaY., Liu, Malaga-Chuquitaype C. i Elghazouli A. Y. "Numerical Modelling of Semi-Rigid Open Beam-to-Tubular Column Connections". W 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_ss-th009.
Pełny tekst źródłaC., Haydaroglu, Turker A., Taskin K. i Celik O. C. "Cyclic Testing of Tubular Steel Braces with CFRP Reinforced Net Sections". W 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_ss-we010.
Pełny tekst źródłaZ., Tao, Han L. H., Wang W. D. i Du T. Z. "Behaviour of Semi-Rigid Frames with Concrete-Filled Steel Tubular Columns and Steel Beams". W 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_cc-we035.
Pełny tekst źródłaHan, Lin-Hai. "Some Recent Developments of Concrete Filled Steel Tubular (CFST) Structures in China". W 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_key-4.
Pełny tekst źródłaM., Limam, Veljkovic M., Naumes J. i Pak D. "Towards Better Understanding of a Friction Connection in Tubular for Wind Turbines". W 4th International Conference on Steel & Composite Structures. Singapore: Research Publishing Services, 2010. http://dx.doi.org/10.3850/978-981-08-6218-3_ss-th018.
Pełny tekst źródłaHuaizhong, Wang. "Hollow Centrifugal Concrete Filled Steel Tubular Members in Industrial Structure Application". W Structures Congress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)218.
Pełny tekst źródłaReese, Brian R. "Non-Destructive Examination Techniques of Tubular Steel Pole Sports Lighting Structures". W Structures Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)150.
Pełny tekst źródłaRaporty organizacyjne na temat "Tubular steel structures"
Taylor, Andrew W. Report of a workshop on requalification of tubular steel joints in offshore structures. Gaithersburg, MD: National Institute of Standards and Technology, 1996. http://dx.doi.org/10.6028/nist.ir.5877.
Pełny tekst źródłaYun, Xiang, i Leroy Gardner. NUMERICAL STUDY OF STRUCTURAL STEEL CONTINUOUS BEAMS WITH TUBULAR CROSS-SECTIONS. The Hong Kong Institute of Steel Construction, grudzień 2018. http://dx.doi.org/10.18057/icass2018.p.086.
Pełny tekst źródłaFang, Han, i Tak-Ming Chan. STRUCTURAL PERFORMANCE OF HOT-FINISHED HIGH STRENGTH STEEL SQUARE TUBULAR STUB COLUMNS AT ELEVATED TEMPERATURES. The Hong Kong Institute of Steel Construction, grudzień 2018. http://dx.doi.org/10.18057/icass2018.p.151.
Pełny tekst źródłaFINITE ELEMENT MODELING OF CONCRETE-FILLED STAINLESS-CLAD BIMETALLIC STEEL SQUARE TUBES UNDER AXIAL COMPRESSION. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.276.
Pełny tekst źródłaNUMERICAL INVESTIGATION ON CYCLIC BEHAVIOR OF RING-BEAM CONNECTION TO GANGUE CONCRETE FILLED STEEL TUBULAR COLUMNS. The Hong Kong Institute of Steel Construction, grudzień 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.7.
Pełny tekst źródłaOVERHANG EFFECT ON WEB CRIPPLING CAPACITY OF COLDFORMED AUSTENITIC STAINLESS STEEL SHS MEMBERS: AN EXPERIMENTAL STUDY. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.343.
Pełny tekst źródłaEXPERIMENTAL AND NUMERICAL INVESTIGATION ON SEISMIC PERFORMANCE OF RING-BEAM CONNECTION TO GANGUE CONCRETE FILLED STEEL TUBULAR COLUMNS. The Hong Kong Institute of Steel Construction, marzec 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.9.
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