Relevant bibliographies by topics / Steel, structural

Contents

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

Academic literature on the topic 'Steel, structural'

Author: Grafiati
Published: 4 June 2021
Last updated: 29 July 2024

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Journal articles on the topic "Steel, structural"

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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.

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In this article on increasing the efficiency of steel combined structures, the tasks of rational design, regulation and control of structural parameters of elements, the use of steels with increased mechanical properties are considered. It is shown that for a six-span stiffening girder of a combined truss with elastic supports, which operates under a distributed load, the moment is 72 times smaller than the moment of a single-span beam. It is suggested to use high-strength steel for truss braces. Rationality criteria are proposed. On the basis of rationality criteria, new steel combined trusse
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Aftandiliants, 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.

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The study showed that the influence of alloying elements on the secondary structure formation of the steels containing from 0.19 to 0.37 wt. % carbon; 0.82-1.82 silicon; 0.63-3.03 manganese; 1.01-3.09 chromium; 0.005-0.031 nitrogen; up to 0.25 wt.% vanadium and austenite grain size is determined by their change in the content of vanadium nitride phase in austenite, its alloying and overheating above tac3, and the dispersion of ferrite-pearlite, martensitic and bainitic structures is determined by austenite grain size and thermal kinetic parameters of phase transformations. Analytical dependenc
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FUJIMOTO, 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.

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Nichipuruk 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.

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The structure, magnetic and electrical properties of low-carbon 2% Mn-doped steel manufactured by selective laser melting (3D-steel) and casting have been investigated. It was found that after normalization at 980oC for 30 minutes, 3D-steel becomes structurally similar to cast steel, while the hardness decreases by 70% compared to annealed 3D-steel. Surface stresses are maximum in as-build 3D-steel after three-hour annealing. The normalization process significantly reduced the level of residual stresses, which was confirmed via the X-ray structural analysis and magnetometric measurements. The
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Ene, 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.

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As a new trend in modern structural design, the high-performance steels are increasingly used in steel structures, due to their superior mechanical properties, which could have decisive impact on the resistance and deformation capacity of structural components. High-performance steels include stainless and high-strength steels. The higher proof stress of the high-strength steels allows using thinner sections and material economy for those structural elements that do not experience stability problems. Austenitic stainless steel shows a series of advantages, including low maintenance costs and a
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Verő, 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.

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At the beginning of the third millennium, the world’s annual steel production reached 900 million tons. Flat products account for the majority of the production. It is also known that around three times the amount used today would be needed if the mechanical properties of the steels produced would have stagnated on the level characteristic of the 1930s and 40s. The history of the development and production of HSLA steel in Hungary dates back to the beginning of the 1960s. For the construction of the new Erzsébet Bridge, research workers at Danube Steelworks and at Steel Industry Research Insti
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Korchynsky, 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.

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The recent worldwide surge of steel consumption, mainly of low-strength carbon grades, has created raw-materials shortages and price increases. These supply-demand strains could be relaxed by satisfying engineering needs with less steel. However, materials used for such a substitution must combine high weight reducing potential with low cost. Microalloyed (MA) steels are cost- effective substitutes, since their high strength is the result of grain refinement and precipitation hardening. The optimum alloy design of MA steels combines superior properties with lowest processing cost. The growing
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Kurebayashi, 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.

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Stiemer, 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.

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Du, 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.

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The cyclic performance of structural steels after exposure to various elevated temperatures and cooling-down methods was experimentally investigated in this paper. Four types of frequently used structural steels were tested including Chinese mild steel Grade Q235, Chinese high-strength steel Grade Q345, and Chinese stainless steel Grade S304 and S316. A total of eighty specimens were prepared using three different heating–cooling processes before being subjected to cyclic loads. The post-fire basic features and hysteretic performances of the four types of structural steels exposed to various t
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Dissertations / Theses on the topic "Steel, structural"

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Rasmussen, Kim J. R. "Stability of thin-walled structural members and systems." Thesis, The University of Sydney, 2017. http://hdl.handle.net/2123/18194.

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This DEng thesis consists of 83 articles containing research material on the stability of thin-walled structural members and systems with emphasis on metal structures. Metal structures are used widely in the construction industry. They include structural members and frames made from rolled and fabricated steel, cold-formed steel, stainless steel and aluminium. Common to these products is the desire to minimise the cross-sectional area to reduce weight and cost. Structural cross-sections are therefore thin-walled and prone to buckling, and an overriding consideration in the design of metal str
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Muñoz-Garcia, Enrique. "Structural integrity of steel connections." Thesis, University of Sheffield, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.434520.

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Sanchez, 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.

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Progressive collapse occurs when damage from a localized first failure spreads in a domino effect manner resulting in a total damage disproportionate to the initial failure. Recent building failures (e.g., World Trade Center twin towers) highlight the catastrophic outcome of progressive collapse. This research proposes a reliable and realistic retrofit technology which installs thin steel panels into steel building structural frames to enhance the system progressive collapse resistance. The steel frames with simple beam-to-column connections, under different boundary conditions (i.e., sides
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Skoglund, 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.

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The use of high strength steel has the potential to reduce the amount of steel used in bridge structures and thereby facilitate a more sustainable construction. The amount of steel and what steel grade that can be used in bridge structures and other cyclic loaded structures are often limited by a material degradation process called fatigue. The fatigue resistance of steel bridges are to a large extent depending on the design of structural details and connections. The design engineer is limited by a few pre-existing structural details and connections – with rather poor fatigue resistance – to c
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Kur, Anna Dominika. "Structural design of a steel footbridge." Master's thesis, Universidade de Aveiro, 2014. http://hdl.handle.net/10773/14473.

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Mestrado em Engenharia Civil<br>This 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 Struc
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Tetougueni, Cyrille Denis. "Advanced Structural Problematics in Steel Bridges." Doctoral thesis, Università degli studi di Padova, 2019. http://hdl.handle.net/11577/3424864.

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The knowledge of the structural sensitivity of steel bridges, especially when its main structural elements are subjected to compressive forces, is one of the concerns of structural engineers. On the other hand, non-conventional actions or accidental actions require a certain robustness on the part of the structures in order to preserve their structural integrity, reduce the risk of severe consequences or even maintain their use. With a view to understanding the sensitivity of bridge structural elements to different categories of actions, this research work was conducted. In particular, asp
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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.

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Moor, 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.

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The true strength and deflection behaviour of industrial and commercial steel portal frame buildings is understood better if the effects of stiffness of end frames and profiled steel claddings are included. The conventional designs ignore these effects and are very much based on an idealised twodimensional frame behaviour. This thesis describes an investigation into the three-dimensional behaviour of steel portal frame buildings using computer modelling and full scale tests. The full scale tests of a 12 m x 12 m clad and unclad steel portal frame building with true pinned and standard
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Victor, Ngea Njoume. "Characterising the structural integrity of mechanical formed low carbon steel." Thesis, Nelson Mandela Metropolitan University, 2012. http://hdl.handle.net/10948/d1012089.

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The contribution of the clamping force in the technique used in this study to stretch-bend low carbon steel samples was investigated to support the subsequent changes in the microstructure and properties of the formed material with regard to parent material. Although plastic deformation by cold working is known to induce texture or preferred orientation to the grains of a formed material while decreasing its ductility and increasing the strength, as well as inducing residual stress, it is not known how the different directions (rolling, transverse and oblique/45°) of the sheet steel will respo
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N'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/.

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Books on the topic "Steel, structural"

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J, Dowling P., Knowles P. R, Owens Graham W, and Steel Construction Institute (Great Britain), eds. Structural steel design. London: Butterworths, 1988.

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Alan, Williams. Structural steel design. Country Club Hills, Ill: International Code Council, 2004.

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F, Csernak Stephen, ed. Structural steel design. 5th ed. Upper Saddle River, N.J: Pearson Prentice Hall, 2011.

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Pacific Structural Steel Conference (4th 1995 Singapore). Structural steel: PSSC '95, 4th Pacific Structural Steel Conference. Oxford: Pergamon, 1995.

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1932-, Fukumoto Yuhshi, ed. Structural stability design: Steel and composite structures. Oxford: Pergamon, 1997.

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Committee, American Welding Society Structural Welding. Structural welding code--steel. 9th ed. Miami: American Welding Society, 1985.

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L, Brockenbrough R., and Merritt Frederick S, eds. Structural steel designer's handbook. 2nd ed. New York: McGraw-Hill, 1994.

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L, Brockenbrough Roger, and Merritt Frederick S. 1913-, eds. Structural steel designer's handbook. 2nd ed. New York: McGraw-Hill, 1994.

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Shuster, John W. Structural steel fabrication practices. New York: McGraw-Hill, 1997.

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Williams, Alan. Structural steel design, ASD. 3rd ed. Country Club Hills, Ill: International Code Council, 2010.

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Book chapters on the topic "Steel, structural"

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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.

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Briggs, 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.

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da 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.

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da 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.

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Nelson, 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.

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Zayat, 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.

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Pack, 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.

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Arbabi, 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.

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Newton, 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.

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Pocanschi, 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.

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Conference papers on the topic "Steel, structural"

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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.

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This paper is based on the experience from investigating over 400 structural collapses, incidents and serious structural damage cases with steel structures which have occurred over the past four centuries. The cause of the failures is most often a gross human error rather than a combination of “normal” variations in parameters affecting the load-carrying capacity, as considered in normal design procedures and structural reliability analyses. Human errors in execution are more prevalent as cause for the failures than errors in the design process, and the construction phase appears particularly
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P. 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.

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Harries, 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.

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Jansto, S. "New Generation Structural Steel Metallurgy." In MS&T17. MS&T17, 2017. http://dx.doi.org/10.7449/2017/mst_2017_482_489.

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Jansto, S. "New Generation Structural Steel Metallurgy." In MS&T17. MS&T17, 2017. http://dx.doi.org/10.7449/2017mst/2017/mst_2017_482_489.

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Ashcraft, 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.

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Hołowaty, 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.

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&lt;p&gt;Structural steel has a varied history, with different types of steels used in construction. The majority of structural steels were of standard type but right from the start there was great interest in manufacturing higher strength steels. For a short period, high silicon structural steels were popular and the steels found applications in many riveted engineering structures. The first two railway bridges made from silicon steel were constructed in Germany and Switzerland. The paper presents repair works on two railway truss bridges constructed from high silicon steel in the early 1930s
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Huang, 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.

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Stark, 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.

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C. 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.

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Reports on the topic "Steel, structural"

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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.

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Luecke, 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.

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Misiak, T. ESF GROUND SUPPORT - STRUCTURAL STEEL ANALYSIS. Office of Scientific and Technical Information (OSTI), June 1996. http://dx.doi.org/10.2172/891529.

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Field, 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.

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T. Misiak. ESF GROUND SUPPORT - STRUCTURAL STEEL ANALYSIS. Office of Scientific and Technical Information (OSTI), June 1996. http://dx.doi.org/10.2172/862353.

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Murray, 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.

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Uniaxial tensile tests were conducted on American Society for Testing Materials International (ASTM) A992 and A572 Grade 50 steels at increasing strain rates to determine the material strength properties of structural members subjected to dynamic loadings. The increase in dynamic yield strength and ultimate tensile strength was determined to update design criteria within UFC 3-340-02, which are currently limited to ASTM A36 and A514 steels. The proposed updates will provide the necessary information required to design blast-resistant structures utilizing modern-day structural steels. The dynam
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Gayle, 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.

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Banovic, 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.

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NORTHEY, 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.

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Nessim. 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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Most pipelines in Class 1 areas are currently designed to a utilization factor of 0.72 using steel grades of up to X70. Using higher strength steels and/or a higher design factor can reduce the wall thickness and construction cost of such pipelines. High strength steels tend to have high yield-to-tensile ratios and lower overall post-yield tangent stiffness. This raises concerns about the potential for excessive plastic deformations under high hydrostatic test pressures. Combined with a high design factor, high steel grades will also lead to thinner pipe walls and reduced tolerance to thicknes
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