Academic literature on the topic 'Steel, structural'
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Journal articles on the topic "Steel, structural"
Hohol, Myron, and Dmytro Sydorak. "STRUCTURAL EFFICIENCY OF STEEL COMBINED TRUSSES." Theory and Building Practice 2022, no. 2 (December 20, 2022): 58–67. http://dx.doi.org/10.23939/jtbp2022.02.058.
Full textAftandiliants, Ye G. "Modelling of structure forming in structural steels." Naukovij žurnal «Tehnìka ta energetika» 11, no. 4 (September 10, 2020): 13–22. http://dx.doi.org/10.31548/machenergy2020.04.013.
Full textFUJIMOTO, Morihisa. "Structural Steel and Steel Construction." Tetsu-to-Hagane 71, no. 9 (1985): 1059–69. http://dx.doi.org/10.2355/tetsutohagane1955.71.9_1059.
Full textNichipuruk A. P., Stashkov A. N., Schapova E. A., Kazantseva N. V., and Makarova M. V. "XXI All-Russian School-Seminar on Problems of Condensed Matter Physics (SPCMP-21), Ekaterinburg, March 18-25, 2021. Structure and magnetic properties of low-carbon 2% Mn-doped steel manufactured by selective laser melting." Physics of the Solid State 63, no. 13 (2022): 1587. http://dx.doi.org/10.21883/pss.2022.13.52295.25s.
Full textEne, Anna, Ioan Both, Ovidiu Abrudan, Aurel Stratan, Horia Florin Daşcău, and Nicușor Alin Sîrbu. "Experimental Investigation of Monotonic and Cyclic Behaviour of High-Performance Steels." Key Engineering Materials 953 (August 25, 2023): 13–20. http://dx.doi.org/10.4028/p-k0xked.
Full textVerő, Balázs, Dénes Zsámbók, Ákos Horváth, János Dobránszky, László Kopasz, and József Hirka. "Advanced Structural Steels in the Hungarian Steel Industry." Materials Science Forum 473-474 (January 2005): 23–32. http://dx.doi.org/10.4028/www.scientific.net/msf.473-474.23.
Full textKorchynsky, Michael. "Advanced Metallic Structural Materials and a New Role for Microalloyed Steels." Materials Science Forum 500-501 (November 2005): 471–80. http://dx.doi.org/10.4028/www.scientific.net/msf.500-501.471.
Full textKurebayashi, Yutaka, and Sadayuki Nakamura. "Structural Steels. A Case Hardening Steel, "ALFA Steel", for Cold Forging." DENKI-SEIKO[ELECTRIC FURNACE STEEL] 69, no. 1 (1998): 57–64. http://dx.doi.org/10.4262/denkiseiko.69.57.
Full textStiemer, S. F. "Structural steel design." Canadian Journal of Civil Engineering 17, no. 3 (June 1, 1990): 500–501. http://dx.doi.org/10.1139/l90-055.
Full textDu, Peng, Hongbo Liu, and Xuchen Xu. "Cyclic Performance of Structural Steels after Exposure to Various Heating–Cooling Treatments." Metals 12, no. 7 (July 5, 2022): 1146. http://dx.doi.org/10.3390/met12071146.
Full textDissertations / Theses on the topic "Steel, structural"
Rasmussen, Kim J. R. "Stability of thin-walled structural members and systems." Thesis, The University of Sydney, 2017. http://hdl.handle.net/2123/18194.
Full textMuñoz-Garcia, Enrique. "Structural integrity of steel connections." Thesis, University of Sheffield, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.434520.
Full textSanchez, Escalera Victor M. "ENHANCING PROGRESSIVE COLLAPSE RESISTANCE OF STEEL BUILDING FRAMES USING THIN INFILL STEEL PANELS." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/499.
Full textSkoglund, Oskar. "Innovative structural details using high strength steel for steel bridges." Licentiate thesis, KTH, Bro- och stålbyggnad, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259949.
Full textGenom användandet av höghållfast stål så kan en mindre mängd material användas som i sin tur leder till ett mer hållbart byggande. Mängden stål och vilken stålkvalité som kan användas vid byggandet av stålbroar och andra cykliskt belastade konstruktioner avgörs ofta av nedbrytningsprocessen utmattning. Utmatningskapaciteten hos stålbroar är till stor del beroende av brons anslutningsdetaljer. Brokonstruktören har vid designstadiet ett begränsat antal beprövade anslutningsdetaljer att välja bland – vilka ofta har relativt låg utmattningskapacitet – och konstruktören är därmed ofta tvungen att öka konstruktionens dimensioner för att klara av kraven gällande utmattning. Den har licentiatuppsatsen har till syfte att förbättra utmattningskapaciteten för utmattningsbenägna anslutningsdetaljer i stål genom att införa nya och innovativa anslutningsdetaljer, bland de redan existerande detaljerna som finns i de olika standarderna. En utmattningskritisk detalj som kommer att ligga i fokus är anslutningen mellan livavstyvningen och tvärförbanden hos en I-balk. Genom att förbättra utmattningskapaciteten så kan en mindre mängd stålmaterial användas vid byggandet av stålbroar och samverkansbroar i betong och stål. I denna uppsatsen kunde det påvisas att höghallfast stål for broar kan betydligt sänka mängden stålmaterial, stålkostnaden och koldioxidutsläppen. Dock så gäller detta enbart om utmattningskapaciteten for kritiska anslutningsdetaljer kan ökas avsevärt. Dessutom, som en del av den har uppsatsen så har ett par nya och innovativa anslutningsdetaljer föreslagits som har potential att forbättra utmattningskapaciteten. Dock, så krävs ytterligare studier for att dessa förslag skall kunna användas i byggnation av nya stålbroar.
QC 20190925
Kur, Anna Dominika. "Structural design of a steel footbridge." Master's thesis, Universidade de Aveiro, 2014. http://hdl.handle.net/10773/14473.
Full textThis thesis presents the modeling and structural designing of a steel footbridge located in Poland. All work is based on the European Norms (Eurocodes, especially EN 1993 - Eurocode 3: Design of steel structures). This work includes the theoretical part, contains the definition of basic concepts, shows the types of pedestrian bridges and presents some of the most interesting examples of existing footbridges. It is presented the modeling and collection of loads acting on a footbridge. Static calculations were performed with the help of Autodesk Robot Structural Analysis 2011, using the finite element method. This design included the choice of cross-section of the dirernet structural elements and safety verification of the conections, among all others necessary design requirements. Summarizing, this study shows the structural design of the footbridge located in Lodz, Poland.
Esta tese apresenta a modelação e projecto estrutural de uma ponte pedonal de aço localizada na Polónia. Todo o trabalho é baseado nas normas europeias (Eurocódigos, especialmente a EN 1993 – Eurocódigo 3: Projeto de estruturas em aço). Este trabalho inclui a parte teórica, contém a definição de conceitos básicos, mostra tipos de pontes pedonais existentes e apresenta alguns dos exemplos mais interessantes. Apresenta-se a modelação e cálculo das cargas que atuam sobre uma ponte pedonal. Foram realizados aplicando o programa Autodesk Robot Structural Analysis 2011 cálculos estáticos, usando o método de elementos finitos. Este dimensionamento inclui a escolha de secção transversa dos diferentes elementos estruturais e verificação da segurança das ligações, entre todos os requisitos necessários para o projecto. Resumindo, este estudo mostra o projecto estrutural de uma ponte pedonal localizada em Lodz, na Polónia.
Tetougueni, Cyrille Denis. "Advanced Structural Problematics in Steel Bridges." Doctoral thesis, Università degli studi di Padova, 2019. http://hdl.handle.net/11577/3424864.
Full textLa maitrise de la sensibilité structurelle des ponts en acier surtout lorsque ces principaux éléments structurels sont soumis à des forces de compression fait partie d’une des prérogatives des ingénieurs structures. De l’autre côté, des actions non conventionnelles ou encore actions accidentelles demandent une certaine robustesse de la part des structures afin de préserver son intégrité structurelle, décroitre le risque de conséquences aggravées ou encore de maintenir son usage. C’est dans l’optique de comprendre la sensibilité des éléments structurels de pont face aux différentes catégories d’actions que ce travail de recherche a été dirigé. En particulier, les aspects liés à la stabilité élastique linéaire et non linéaire, à la capacité structurelle ou encore à la performance de différentes typologies de pont ont été étudiés. A l’aide d’outil numérique conçu pour les modélisations FEM, des études souvent paramétriques ont pu être menées. Ainsi, dans le cas des ponts poutres, la prise en compte de l’interaction des principales forces dans plan s’appliquant sur les poutres de ponts de diverses dimensions a été étudiés. Après cela, la capacité structurelle des ponts bowstring fait en acier soumis à des charges verticales de trafics ou non a permis d’exposer la conséquence rupture soudaine d’un câble sur la capacité structurelle de pont. Finalement, une étude comparative de performance structurelle entre trois configurations de pont à haubans dans le cas où ces ponts étaient soumis à des charges extrêmes tel que l’explosion ou les charges d’impact. Toutes ses études nous ont révélé dans que les ponts en acier sont très sensibles du type d’actions qui leur sont appliquées. Plus en détail, l’état de contraintes de compression sur une plaque d’âme de poutre de pont en cas de effet combiné de charges internes au plan et peut entrainer la réduction de la charge critique élastique d’Euler jusqu’à une réduction de moitié. Aussi dans le cas des ponts à suspente, la disposition des éléments de suspente joue un rôle important dans la capacité de la structure à faire face à des actions extrêmes.
Gardner, Christopher Andrew. "Ductility capacity of HPS70W net-section tensile members /." Diss., ON-CAMPUS Access For University of Minnesota, Twin Cities Click on "Connect to Digital Dissertations", 2001. http://www.lib.umn.edu/articles/proquest.phtml.
Full textMoor, Constantin. "Three dimensional analysis of steel portal frame buildings." Thesis, Queensland University of Technology, 1997. https://eprints.qut.edu.au/36010/1/36010_Moor_1997.pdf.
Full textVictor, Ngea Njoume. "Characterising the structural integrity of mechanical formed low carbon steel." Thesis, Nelson Mandela Metropolitan University, 2012. http://hdl.handle.net/10948/d1012089.
Full textN'emedi, Zsolt V. "Development of performance sections for cold-formed steel residential construction." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-08222009-040502/.
Full textBooks on the topic "Steel, structural"
J, Dowling P., Knowles P. R, Owens Graham W, and Steel Construction Institute (Great Britain), eds. Structural steel design. London: Butterworths, 1988.
Find full textAlan, Williams. Structural steel design. Country Club Hills, Ill: International Code Council, 2004.
Find full textF, Csernak Stephen, ed. Structural steel design. 5th ed. Upper Saddle River, N.J: Pearson Prentice Hall, 2011.
Find full textPacific Structural Steel Conference (4th 1995 Singapore). Structural steel: PSSC '95, 4th Pacific Structural Steel Conference. Oxford: Pergamon, 1995.
Find full text1932-, Fukumoto Yuhshi, ed. Structural stability design: Steel and composite structures. Oxford: Pergamon, 1997.
Find full textCommittee, American Welding Society Structural Welding. Structural welding code--steel. 9th ed. Miami: American Welding Society, 1985.
Find full textL, Brockenbrough R., and Merritt Frederick S, eds. Structural steel designer's handbook. 2nd ed. New York: McGraw-Hill, 1994.
Find full textL, Brockenbrough Roger, and Merritt Frederick S. 1913-, eds. Structural steel designer's handbook. 2nd ed. New York: McGraw-Hill, 1994.
Find full textShuster, John W. Structural steel fabrication practices. New York: McGraw-Hill, 1997.
Find full textWilliams, Alan. Structural steel design, ASD. 3rd ed. Country Club Hills, Ill: International Code Council, 2010.
Find full textBook chapters on the topic "Steel, structural"
Holm, Len, and John E. Schaufelberger. "Structural steel." In Construction Cost Estimating, 92–102. First edition. | Abingdon, Oxon ; New York : Routledge/Taylor & Francis Group, 2021. | Substantial re-write from previous estimating text: Construction Cost Estimating, Process and Practices by Holm, Schaufelberger, Griffin, and Cole; Pearson, 2005.: Routledge, 2021. http://dx.doi.org/10.1201/9781003023494-10.
Full textBriggs, Greg, Jim D'Aloisio, Christopher Hewitt, and Don Allen. "Steel." In Sustainability Guidelines for the Structural Engineer, 198–211. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/9780784411193.ch16.
Full textda Silva, Luís Simões, Rui Simões, and Helena Gervásio. "Structural Analysis." In Design of Steel Structures, 33–114. D-69451 Weinheim, Germany: Wiley-VCH Verlag GmbH, 2014. http://dx.doi.org/10.1002/9783433604229.ch2.
Full textda Silva, Luís Simões, Rui Simões, Helena Gervásio, and Graham Couchman. "Structural Analysis." In Design of Steel Structures, 35–116. Weinheim, Germany: Wiley-VCH Verlag GmbH & Co. KGaA, 2015. http://dx.doi.org/10.1002/9783433606483.ch2.
Full textNelson, G. L., H. B. Manbeck, and N. F. Meador. "Structural Steel Design." In Light Agricultural and Industrial Structures, 209–81. Boston, MA: Springer US, 1988. http://dx.doi.org/10.1007/978-1-4757-0411-2_8.
Full textZayat, K. A. "Steel Beams and Steel Columns." In Structural Wood Detailing in CAD Format, 131–33. Dordrecht: Springer Netherlands, 1993. http://dx.doi.org/10.1007/978-94-011-2104-0_17.
Full textPack, Lonnie. "Steel design." In Australian Guidebook for Structural Engineers, 39–140. Boca Raton : CRC Press, [2017]: CRC Press, 2017. http://dx.doi.org/10.4324/9781315197326-3.
Full textArbabi, F., and J. H. Peck. "Steel Satchel Connections." In Trends in Structural Mechanics, 235–44. Dordrecht: Springer Netherlands, 1997. http://dx.doi.org/10.1007/978-94-011-5476-5_23.
Full textNewton, Peter H. "Steel Fabric Reinforcement To BS 4483." In Structural Detailing, 154. London: Macmillan Education UK, 1985. http://dx.doi.org/10.1007/978-1-349-07253-8_20.
Full textPocanschi, A., O. Krause, and B. Haendel. "Braced steel frames with hysteretic dampers." In Structural Dynamics, 497–501. London: Routledge, 2022. http://dx.doi.org/10.1201/9780203738085-72.
Full textConference papers on the topic "Steel, structural"
Alpsten, Goran. "Causes of Structural Failures with Steel Structures." In IABSE Workshop, Helsinki 2017: Ignorance, Uncertainty, and Human Errors in Structural Engineering. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2017. http://dx.doi.org/10.2749/helsinki.2017.100.
Full textP. Chiew, S., Y. F. Jin, and Y. Q. Cai. "Impact of Structural Eurocodes on Steel and Composite Structures." In 10th Pacific Structural Steel Conference (PSSC 2013). Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7136-2_295.
Full textHarries, Kent A., and Sherif El-Tawil. "Steel-FRP Composite Structural Systems." In International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)58.
Full textJansto, S. "New Generation Structural Steel Metallurgy." In MS&T17. MS&T17, 2017. http://dx.doi.org/10.7449/2017/mst_2017_482_489.
Full textJansto, S. "New Generation Structural Steel Metallurgy." In MS&T17. MS&T17, 2017. http://dx.doi.org/10.7449/2017mst/2017/mst_2017_482_489.
Full textAshcraft, Douglas G. "Specifying Structural Steel Connection Design." In Structures Congress 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)103.
Full textHołowaty, J. "Repair of High Silicon Steel Railway Bridges." In IABSE Symposium, Wroclaw 2020: Synergy of Culture and Civil Engineering – History and Challenges. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/wroclaw.2020.1024.
Full textHuang, Zhenyu, J. Y. Richard Liew, and Jiabao Yan. "Finite Element Analysis of Curved Steel-Concrete-Steel Sandwich Beams." In 10th Pacific Structural Steel Conference (PSSC 2013). Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_185.
Full textStark, J. W. B. "Where Structural Steel and Concrete Meet." In International Conference on Composite Construction in Steel and Concrete 2008. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41142(396)33.
Full textC. P. C., Bruwer, and Dundu M. "Structural Behaviour of Composite Concrete-Steel Slabs." 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-we003.
Full textReports on the topic "Steel, structural"
Luecke, William E., Thomas A. Siewert, and Frank W. Gayle. Contemporaneous structural steel specifications. Gaithersburg, MD: National Institute of Standards and Technology, 2005. http://dx.doi.org/10.6028/nist.ncstar.1-3a.
Full textLuecke, William E., J. David McColskey, Christopher N. McCowan, Stephen W. Banovic, Richard J. Fields, Timothy Foecke, Thomas A. Siewert, and Frank W. Gayle. Mechanical properties of structural steel. Gaithersburg, MD: National Institute of Standards and Technology, 2005. http://dx.doi.org/10.6028/nist.ncstar.1-3d.
Full textMisiak, T. ESF GROUND SUPPORT - STRUCTURAL STEEL ANALYSIS. Office of Scientific and Technical Information (OSTI), June 1996. http://dx.doi.org/10.2172/891529.
Full textField, B. A., and R. J. Fields. Elevated temperature deformation of structural steel. Gaithersburg, MD: National Institute of Standards and Technology, 1989. http://dx.doi.org/10.6028/nist.ir.88-3899.
Full textT. Misiak. ESF GROUND SUPPORT - STRUCTURAL STEEL ANALYSIS. Office of Scientific and Technical Information (OSTI), June 1996. http://dx.doi.org/10.2172/862353.
Full textMurray, Matthew, Trace Thornton, Stephen Rowell, and Clifford Grey. Dynamic material properties of Grade 50 steel : effects of high strain rates on ASTM A992 and A572 Grade 50 steels. Engineer Research and Development Center (U.S.), August 2023. http://dx.doi.org/10.21079/11681/47445.
Full textGayle, Frank W., Richard J. Fields, William E. Luecke, Stephen W. Banovic, Timothy Foecke, Thomas A. Siewart, and J. David McColskey. Mechanical and metallurgical analysis of structural steel. Gaithersburg, MD: National Institute of Standards and Technology, 2005. http://dx.doi.org/10.6028/nist.ncstar.1-3.
Full textBanovic, Stephen W., and Timothy Foecke. Damage and failure modes of structural steel components. Gaithersburg, MD: National Institute of Standards and Technology, 2005. http://dx.doi.org/10.6028/nist.ncstar.1-3cv1.
Full textNORTHEY, M. D. Structural Assessment of Steel Waste Disposal Box Lifting Yoke. Office of Scientific and Technical Information (OSTI), December 2001. http://dx.doi.org/10.2172/807596.
Full textNessim. L51880 Influence of Higher Design Factor on Structural Integrity of X70 and X80 Pipelines. Chantilly, Virginia: Pipeline Research Council International, Inc. (PRCI), August 2001. http://dx.doi.org/10.55274/r0010372.
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