Gotowe bibliografie tematyczne / Tubular steel structures

Spis treści

  1. Artykuły w czasopismach
  2. Rozprawy doktorskie
  3. Książki
  4. Części książek
  5. Streszczenia konferencji
  6. Raporty organizacyjne

Gotowa bibliografia na temat „Tubular steel structures”

Autor: Grafiati
Data publikacji: 4 czerwca 2021
Data aktualizacji: 23 lutego 2023

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Artykuły w czasopismach na temat "Tubular steel structures"

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Tsuda, K. "Concrete Filled Steel Tubular Structures." Concrete Journal 52, no. 1 (2014): 65–70. http://dx.doi.org/10.3151/coj.52.65.

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Sonsino, C. M., and 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, no. 1 (February 1, 1998): 10–19. http://dx.doi.org/10.1115/1.2829513.

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In a joint project of a German working group supported by the ECSC and the Studiengesellschaft fu¨r Stahlanwendung e.V., the fatigue behavior of large-scale hybrid tubular joints with inserts manufactured from the high-strength cast steel GS-12 MnMo 7 4 welded into tubular members formed from the fine-grained steel StE 500 were compared to the behavior of large-scale welded tubular joints. The latter were made from medium-strength fine-grained steel StE 355 and high-strength StE 690. In addition, data from hybrid joints with cast steel inserts of medium-strength GS-8 Mn 7 welded into StE 355 t
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Rasmussen, Kim J. R. "Recent research on stainless steel tubular structures." Journal of Constructional Steel Research 54, no. 1 (April 2000): 75–88. http://dx.doi.org/10.1016/s0143-974x(99)00052-8.

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Kam, T. Y. "Nonlinear analysis of tubular steel framed structures." Computers & Structures 31, no. 3 (January 1989): 445–52. http://dx.doi.org/10.1016/0045-7949(89)90392-1.

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Wang, Zhong Quan, Xiao Qun Luo, Jiang Min Hu, and Zong Lin Yang. "Integrated CAD/CAM Software for Steel Tubular Truss Structures." Advanced Materials Research 139-141 (October 2010): 1117–21. http://dx.doi.org/10.4028/www.scientific.net/amr.139-141.1117.

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Using ObjectARX, an integrated CAD/CAM software for steel tubular truss structures has been developed based on AutoCAD platform and Visual studio.Net environment. The design ideas and the application effects are introduced in this paper. Because of different data requirements in different design stages of steel tubular structures, i.e., the whole structure design and the detail design, a wireframe model and a solid model were adopted in the software, respectively. Joint lofting is the key point in manufacturing of complex tubular trusses. To solve this, 3D solid model was constructed by self-d
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Boukhalkhal, Said Hicham, Abd Nacer Touati Ihaddoudène, Luis Filipe Da Costa Neves, and Wafa Madi. "Dynamic behavior of concrete filled steel tubular columns." International Journal of Structural Integrity 10, no. 2 (April 8, 2019): 244–64. http://dx.doi.org/10.1108/ijsi-07-2018-0040.

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Purpose The purpose of this paper is to investigate the static and dynamic inelastic response of rigid and semi-rigid connections of steel structures with concrete-filled steel tube (CFST) columns built in high seismic areas, and to compare it with those with open section columns. Design/methodology/approach CFST columns are frequently used in moment resistant steel frames located in seismic areas due to their inherent advantages, including their ductility, energy absorption capacity as well as their high bearing capacity. The smart combination of steel and concrete makes it possible to benefi
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Wang, Libin, Hui Jin, Haiwei Dong, and 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.

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Cast steel nodes are being increasingly popular in steel structure joint application as their advanced mechanical performances and flexible forms. This kind of joints improves the structural antifatigue capability observably and is expected to be widely used in the structures with fatigue loadings. Cast steel node joint consists of two parts: casting itself and the welds between the node and the steel member. The fatigue resistances of these two parts are very different; the experiment results showed very clearly that the fatigue behavior was governed by the welds in all tested configurations.
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Liu, Yang-bing, Ping-ping Cui, and Fang Chen. "On Factors behind the Reasonable Failure Mode of Concrete-Filled Circular Steel Tubular Composite Frame." Advances in Materials Science and Engineering 2021 (December 22, 2021): 1–10. http://dx.doi.org/10.1155/2021/3027640.

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As the most basic structure, the concrete-filled steel tubular (CFST) frame has been widely used in various structures and systems. Compared with conventional reinforced concrete structures and steel structures, CFST structures in strong earthquake showcase more complicated strength and deformation behavior because there are many factors underlying the failure mode. Furthermore, according to the specifications at home and abroad, the corresponding design method to achieve reasonable failure modes for CFST structures has not been clarified. Based on a destructive test on steel beam-CFST plane f
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Feng, Xiong, Sashi K. Kunnath, and Liu Haowu. "Seismic behavior of concrete filled steel tubular arch structures." Earthquake Engineering and Engineering Vibration 4, no. 1 (June 2005): 107–15. http://dx.doi.org/10.1007/s11803-005-0029-4.

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Raghava, G., A. G. M. Rao, and D. S. R. Murthy. "Behavior of Unstiffened and Stiffened Steel Tubular T-Joints." Journal of Offshore Mechanics and Arctic Engineering 111, no. 1 (February 1, 1989): 56–60. http://dx.doi.org/10.1115/1.3257139.

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Offshore towers standing in deep sea are susceptible to cyclic nature of wave forces. Fatigue failure initiates at the welded tubular joints of these structures where a very high stress gradient and localized stress concentration exist due to abrupt changes in the geometry. Stress concentration plays a vital role in the design of steel tubular joints, as it directly affects the fatigue life of the structures. This paper presents results of an experimental study on the behavior of an unstiffened and a stiffened steel tubular welded T-joint under axial brace loading. The effect of internal ring
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Rozprawy doktorskie na temat "Tubular steel structures"

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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.

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Branco, 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.

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Orientador: João Alberto Venegas Requena<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo<br>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<br>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 tubulare
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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.

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Zhou, 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.

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Chao, Min, of Western Sydney Hawkesbury University, Faculty of Science and Technology, and 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.

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Concrete filled steel tubular (CFST) columns are widely used in building and infrastructure projects throughout the world.Compared with other form of construction CFST columns offer superior structural performance and speed and ease of construction.Design procedures and recommendations provided in most of the design codes are often tedious and complex. There have been attempts to simplify the design procedure by providing a simplified expression to predict the capacity of a CFST under a general loading condition.In this thesis a rigorous analysis procedure was presented for the analysis of CFS
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Khamisi, Ali. "Stability of Tubular Steel Structures : Buckling and Lateral Torsional Buckling." Thesis, Université de Lorraine, 2016. http://www.theses.fr/2016LORR0172.

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Ce sujet est d’actualité suite à une évolution rapide des types de conception de structures élancées utilisées dans les installations provisoires. C’est seulement depuis une vingtaine d’années que ces structures sont préfabriquées en cadres multidirectionnels (de sections tubulaires en acier ou en aluminium). Ces structures sont légères et leur stabilité réside seulement dans les raideurs internes au niveau des files de montants et au niveau horizontal par les planchers ainsi que dans les liaisons avec l’ouvrage. Ce travail concerne l’étude des instabilités (flambement-déversement) en tenant c
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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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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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Hou, 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.

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Lui, 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.

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Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2004.<br>Includes bibliographical references (leaves 149-154). Also available in electronic version. Access restricted to campus users.
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Książki na temat "Tubular steel structures"

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E, Niemi, Mäkeläinen P, and Dalsbruck Oy Ab, eds. Tubular structures: The third international symposium. London: Elsevier Applied Science, 1990.

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Tubular steel structures: Theory and design. 2nd ed. Cleveland: The James F. Lincoln Arc Welding Foundation, 1990.

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Paul, Grundy, Holgate Alan, Wong Bill, and International Symposium on Tubular Structures (6th : 1994 : Melbourne), eds. Tubular structures VI. Netherlands: A.A. Balkema, 1994.

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International 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.

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1944-, Farkas József, and Jármai Károly, eds. Mechanics and design of tubular structures. Wien: Springer, 1998.

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1944-, Farkas József, and Jármai Károly, eds. Tubular structures VII: Proceedings Seventh International Symposium on Tubular Structures, Miskolc, Hungary, 28-30 August 1996. Rotterdam, Netherlands: A.A. Balkema, 1996.

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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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Kvedaras, Audronis Kazimieras. Theory and practice of concrete filled steel tubular structures. Vilnius: Technika, 1999.

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(Zu-yan), Shen Z. Y., Chen Y. Y. (Yiyi), and Zhao X. Z. (Xianzhong), eds. Tubular structures XII: Proceedings of the 12th International Symposium on Tubular Structures, Shanghai, China, 8-10 October, 2008. Boca Raton, Fla: CRC Press, 2009.

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Części książek na temat "Tubular steel structures"

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Packer, J. A., and R. T. Krutzler. "Nailing of steel tubes." In Tubular Structures VI, 61–68. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-11.

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Farkas, József, and Károly Jármai. "Tubular Trusses." In 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.

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McGilvray, Ian. "The architectural design of tubular steel structures." In Tubular Structures VI, 3–9. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-2.

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Agerskov, Henning, Rasmus Ingomar Petersen, and Luis Lopez Martinez. "Fatigue in high-strength steel offshore tubular joints." In Tubular Structures VI, 527–34. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-77.

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Terry, P. J., M. A. Bradford, and R. I. Gilbert. "Creep and shrinkage in concrete-filled steel tubes." In Tubular Structures VI, 293–98. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-43.

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Ebenau, C., J. Menkenhagen, and G. Thierauf. "Optimal design of cold-formed tubular steel-members." In Tubular Structures VI, 399–404. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-58.

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Kvedaras, A., D. Mykolaitis, and A. Šapalas. "Projects in hollow concrete-filled steel tubular structures." In Tubular Structures VII, 341–48. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203735008-51.

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Kvedaras, A., D. Mykolaitis, and A. Šapalas. "Projects in hollow concrete-filled steel tubular structures." In Tubular Structures VII, 341–48. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203735008-51.

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Kvedaras, A., D. Mykolaitis, and A. Šapalas. "Projects in hollow concrete-filled steel tubular structures." In Tubular Structures VII, 341–48. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203735008-51.

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O’Shea, M. D., and R. Q. Bridge. "High strength concrete in thin walled circular steel sections." In Tubular Structures VI, 277–84. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-41.

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Streszczenia konferencji na temat "Tubular steel structures"

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P. K., Gupta, and Singh P. "Study of Concrete Filled Tubular Columns using Finite Element Analysis." In 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.

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S. P., Narayanan, Kalaikumar V., Cossa N. J., Hasifi M. S., Ismail I., and Ismail A. "Behaviour of Tubular Steel Column — Bare, Concrete Filled and Retrofitted." In 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.

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M. A., Eder, Vollum R. L., and Elghazouli A. Y. "Behaviour and Modelling of Tubular Steel Column-to-Flat Slab Assemblages." In 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.

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Y., Liu, Malaga-Chuquitaype C., and Elghazouli A. Y. "Numerical Modelling of Semi-Rigid Open Beam-to-Tubular Column Connections." In 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.

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C., Haydaroglu, Turker A., Taskin K., and Celik O. C. "Cyclic Testing of Tubular Steel Braces with CFRP Reinforced Net Sections." In 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.

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Z., Tao, Han L. H., Wang W. D., and Du T. Z. "Behaviour of Semi-Rigid Frames with Concrete-Filled Steel Tubular Columns and Steel Beams." In 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.

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Han, Lin-Hai. "Some Recent Developments of Concrete Filled Steel Tubular (CFST) Structures in China." In 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.

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M., Limam, Veljkovic M., Naumes J., and Pak D. "Towards Better Understanding of a Friction Connection in Tubular for Wind Turbines." In 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.

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Huaizhong, Wang. "Hollow Centrifugal Concrete Filled Steel Tubular Members in Industrial Structure Application." In Structures Congress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)218.

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Reese, Brian R. "Non-Destructive Examination Techniques of Tubular Steel Pole Sports Lighting Structures." In Structures Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)150.

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Raporty organizacyjne na temat "Tubular steel structures"

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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.

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Yun, Xiang, and Leroy Gardner. NUMERICAL STUDY OF STRUCTURAL STEEL CONTINUOUS BEAMS WITH TUBULAR CROSS-SECTIONS. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.086.

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Fang, Han, and 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, December 2018. http://dx.doi.org/10.18057/icass2018.p.151.

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FINITE ELEMENT MODELING OF CONCRETE-FILLED STAINLESS-CLAD BIMETALLIC STEEL SQUARE TUBES UNDER AXIAL COMPRESSION. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.276.

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As an advanced high-performance bimetallic steel, metallurgically bonded stainless-clad (SC) bimetallic steel has been increasingly used in engineering structures in recent years. Its combination use with concrete in composite structures is beneficial to not only the corrosion resistance and economy, but also to the loading capacity. However, at present, the numerical analysis model suitable for the SC bimetallic steel is still in the lack stage. In order to study the deformation and mechanical properties of concrete-filled stainless-clad bimetallic steel square tubular (CFBSST) stub columns u
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NUMERICAL INVESTIGATION ON CYCLIC BEHAVIOR OF RING-BEAM CONNECTION TO GANGUE CONCRETE FILLED STEEL TUBULAR COLUMNS. The Hong Kong Institute of Steel Construction, December 2021. http://dx.doi.org/10.18057/ijasc.2021.17.4.7.

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As a promising composite structure, gangue concrete filled steel tubular (GCFST) column exhibites favarable characteristics including high strength and economic efficiency. This paper conducted numerical investiagations on structural behavior of a ring-beam connection to GCFST column with concrete beam under cyclic loading. Furthermore, finite element models of column-beam connections were developed using ABAQUS and validated against full-scale experimental tests to identify accuracy of selected modeling approaches. Using these validated models, stress distribution of each component was examin
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OVERHANG EFFECT ON WEB CRIPPLING CAPACITY OF COLDFORMED AUSTENITIC STAINLESS STEEL SHS MEMBERS: AN EXPERIMENTAL STUDY. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.343.

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This paper studies the overhang effects on ultimate bearing capacities of cold-formed austenitic stainless steel square hollow section (SHS) members undergoing web crippling between EndTwo-Flange (ETF) and Interior-Two-Flange (ITF) loading conditions. A total of 16 web crippling tests were conducted with specimens covering various overhang lengths. Tensile coupon tests were performed to obtain the material properties of the test specimens. The web crippling capacities obtained from the tests were compared with the nominal capacities predicted by the SEI/ASCE 8-22 Specification for the design o
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EXPERIMENTAL AND NUMERICAL INVESTIGATION ON SEISMIC PERFORMANCE OF RING-BEAM CONNECTION TO GANGUE CONCRETE FILLED STEEL TUBULAR COLUMNS. The Hong Kong Institute of Steel Construction, March 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.9.

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This paper presents an investigation on seismic performance of a ring-beam connection that is used to connect reinforced gangue concrete (RGC) beam to coal-gangue concrete-filled steel tubular (GCFST) column. Two specimens, including an interior connection with two beams and an exterior connection with one beam, were designed and fabricated for experimental tests under full-reversing cyclic loads at beam ends. In addition, finite element models which corresponded to tested specimens were developed using ABAQUS to conduct numerical simulations of the composite connection subjected to the combin
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