Relevant bibliographies by topics / Cold-formed steel structures

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
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Academic literature on the topic 'Cold-formed steel structures'

Author: Grafiati
Published: 4 June 2021
Last updated: 20 February 2023

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Journal articles on the topic "Cold-formed steel structures"

1

Hancock, G. J. "Cold-formed steel structures." Journal of Constructional Steel Research 59, no. 4 (April 2003): 473–87. http://dx.doi.org/10.1016/s0143-974x(02)00103-7.

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Brune, Bettina. "Cold-formed steel structures." Steel Construction 6, no. 2 (May 2013): 73. http://dx.doi.org/10.1002/stco.201310024.

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Schafer, Benjamin W. "Cold-Formed Steel Structures: Special Issue." Journal of Structural Engineering 132, no. 4 (April 2006): 495–96. http://dx.doi.org/10.1061/(asce)0733-9445(2006)132:4(495).

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Rondal, J. "Cold formed steel members and structures." Journal of Constructional Steel Research 55, no. 1-3 (July 2000): 155–58. http://dx.doi.org/10.1016/s0143-974x(99)00083-8.

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Clifton, G. C. "Cold formed sections." Bulletin of the New Zealand Society for Earthquake Engineering 18, no. 4 (December 31, 1985): 397–99. http://dx.doi.org/10.5459/bnzsee.18.4.397-399.

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Schafer, Benjamin W., and Dinar Camotim. "Special Issue on Cold-Formed Steel Structures." Journal of Structural Engineering 139, no. 5 (May 2013): 637–39. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000820.

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Schafer, Benjamin W. "Cold-formed steel structures around the world." Steel Construction 4, no. 3 (August 2011): 141–49. http://dx.doi.org/10.1002/stco.201110019.

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Cucu, Vlad, Daniel Constantin, and Dan-Ilie Buliga. "Structural Efficiency Of Cold-Formed Steel Purlins." International conference KNOWLEDGE-BASED ORGANIZATION 21, no. 3 (June 1, 2015): 809–14. http://dx.doi.org/10.1515/kbo-2015-0137.

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Abstract Cold-formed steel structures represents an alternative to classic buildings made of hot rolled steel profiles which bring a lot of savings based on advanced calculations and also some practical measures in order to provide optimum strength and weight ratio. Due to these advantages, cold-formed steel structures are used in more technical fields including automotive industry, storage industry, military sheltering and of course building industry. The paper is focused on the economic impact of using lightweight members for the main applications of these structures – roof structures and cl
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Lee, Yeong Huei, Cher Siang Tan, Shahrin Mohammad, Mahmood Md Tahir, and Poi Ngian Shek. "Review on Cold-Formed Steel Connections." Scientific World Journal 2014 (2014): 1–11. http://dx.doi.org/10.1155/2014/951216.

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The concept of cold-formed light steel framing construction has been widespread after understanding its structural characteristics with massive research works over the years. Connection serves as one of the important elements for light steel framing in order to achieve its structural stability. Compared to hot-rolled steel sections, cold-formed steel connections perform dissimilarity due to the thin-walled behaviour. This paper aims to review current researches on cold-formed steel connections, particularly for screw connections, storage rack connections, welded connections, and bolted connect
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Hancock, G. J., and C. A. Rogers. "Design of cold-formed steel structures of high strength steel." Journal of Constructional Steel Research 46, no. 1-3 (April 1998): 167–68. http://dx.doi.org/10.1016/s0143-974x(98)80013-8.

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Dissertations / Theses on the topic "Cold-formed steel structures"

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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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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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Uygar, Celaletdin. "Seismic Design Of Cold Formed Steel Structures In Residential Applications." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607294/index.pdf.

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iv ABSTRACT SEISMIC DESIGN OF COLD FORMED STEEL STRUCTURES IN RESIDENTIAL APPLICATIONS Uygar, Celaletdin M.Sc., Department of Civil Engineering Supervisor: Prof. Dr. &Ccedil<br>etin Yilmaz May 2005, 82 pages In this study, lateral load bearing capacities of cold formed steel framed wall panels are investigated. For this purpose lateral load bearing alternatives are analyzed numerically by computer models and results are compared with already done experimental studies and approved codes. In residential cold formed steel construction, walls are generally covered with cladding material like orien
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Davies, Russell John. "The behaviour of press-joining in cold-formed steel structures." Thesis, University of Edinburgh, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.534541.

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Zhou, Feng, and 周鋒. "Web crippling of cold-formed stainless steel tubular sections." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2006. http://hub.hku.hk/bib/B37228316.

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Zhao, Wen-Bin. "Behaviour and design of cold-formed steel hollow flange sections under axial compression." Thesis, Queensland University of Technology, 2006. https://eprints.qut.edu.au/16909/1/Wen-Bin_Zhao_Thesis.pdf.

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The use of cold-formed steel structures is increasing rapidly around the world due to the many advances in construction and manufacturing technologies and relevant standards. However, the structural behaviour of these thin-walled steel structures is characterised by a range of buckling modes such as local buckling, distortional buckling or flexural torsional buckling. These buckling problems generally lead to severe reduction and complicated calculations of their member strengths. Therefore it is important to eliminate or delay these buckling problems and simplify the strength calculations of
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Zhao, Wen-Bin. "Behaviour and design of cold-formed steel hollow flange sections under axial compression." Queensland University of Technology, 2006. http://eprints.qut.edu.au/16909/.

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The use of cold-formed steel structures is increasing rapidly around the world due to the many advances in construction and manufacturing technologies and relevant standards. However, the structural behaviour of these thin-walled steel structures is characterised by a range of buckling modes such as local buckling, distortional buckling or flexural torsional buckling. These buckling problems generally lead to severe reduction and complicated calculations of their member strengths. Therefore it is important to eliminate or delay these buckling problems and simplify the strength calculations of
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Cheng, Shanshan. "Fire performance of cold-formed steel sections." Thesis, University of Plymouth, 2015. http://hdl.handle.net/10026.1/3316.

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Thin-walled cold-formed steel (CFS) has exhibited inherent structural and architectural advantages over other constructional materials, for example, high strength-to-weight ratio, ease of fabrication, economy in transportation and the flexibility of sectional profiles, which make CFS ideal for modern residential and industrial buildings. They have been increasingly used as purlins as the intermediate members in a roof system, or load-bearing components in low- and mid-rise buildings. However, using CFS members in building structures has been facing challenges due to the lack of knowledge to th
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Shamim, Iman. "Seismic design of lateral resisting cold-formed steel framed (CFS) structures." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=117113.

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Seismic design provisions for wood sheathed / cold-formed steel (CFS) framed shear walls and CFS strap braced walls are available in the AISI S213-07 Standard. However, the National Building Code of Canada (NBCC), as well as the CSA S136 and the AISI S213 Standards, at present, do not address the seismic design of steel sheathed / CFS framed shear walls for use in Canada. The existing design guidelines for CFS framed shear walls are based on data obtained from static tests carried out under both monotonic and reversed cyclic loading protocols. The objective of this research was to develop seis
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Books on the topic "Cold-formed steel structures"

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A, LaBoube Roger, ed. Cold-formed steel design. 4th ed. Hoboken, N.J: Wiley, 2010.

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Yu, Wei-wen. Cold-formed steel design. 4th ed. Hoboken, N.J: John Wiley & Sons, 2010.

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Dubina, Dan, Viorel Ungureanu, and Raffaele Landolfo. Design of Cold-formed Steel Structures. Weinheim, Germany: Wiley-VCH Verlag GmbH & Co. KGaA, 2012. http://dx.doi.org/10.1002/9783433602256.

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Yu, Wei-wen. Cold-formed steel design. 2nd ed. New York: Wiley, 1991.

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Yu, Wei-wen. Cold-formed steel design. 3rd ed. New York: Wiley, 2000.

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Yu, Wei-wen. Cold-formed steel design. New York: Wiley, 1985.

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Cold-formed steel design. 2nd ed. New York: Wiley, 1991.

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Outinen, Jyri. Seminar on steel structures: Design of cold-formed steel structures. Espoo: Helsinki University of Technology, 2000.

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9

Hancock, Gregory J. Cold-Formed Steel Structures to the AISI Specification. New York, USA: Marcel Dekker, Inc., 2001.

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University of Missouri--Rolla. Center for Cold-Formed Steel Structures. Research directory and abstracts on cold-formed steel structures. Rolla, Mo: Center for Cold-Formed Steel Structures, University of Missouri--Rolla, 1997.

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Book chapters on the topic "Cold-formed steel structures"

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Nelson, G. L., H. B. Manbeck, and N. F. Meador. "Cold-Formed Steel Design." In Light Agricultural and Industrial Structures, 283–357. Boston, MA: Springer US, 1988. http://dx.doi.org/10.1007/978-1-4757-0411-2_9.

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Winter, George. "Lateral Bracing of Columns and Beams." In Bracing Cold-Formed Steel Structures, 115–35. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/9780784408179.apc.

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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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Laím, Luís, João Paulo C. Rodrigues, and Luís S. Silva. "Flexural Behaviour of Cold-Formed Steel Beams." In Design, Fabrication and Economy of Metal Structures, 133–38. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_20.

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Zhang, S., and L. Xu. "Fundamental Frequency of Lightweight Cold-Formed Steel Floor Systems." In Dynamics of Coupled Structures, Volume 4, 137–45. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-29763-7_14.

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Sokół, L., and K. Rzeszut. "Selected aspects of designing the cold-formed steel structures." In Modern Trends in Research on Steel, Aluminium and Composite Structures, 66–81. London: Routledge, 2021. http://dx.doi.org/10.1201/9781003132134-6.

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"Cold-Formed Framing." In Bracing Cold-Formed Steel Structures, 20–46. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/9780784408179.ch02.

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Yu, Wei-Wen. "Cold-Formed Steel Structures." In Handbook of Structural Engineering, Second Edition. CRC Press, 1997. http://dx.doi.org/10.1201/9781439834350.ch7.

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Yu, Wei-Wen. "Cold-Formed Steel Structures." In Principles of Structural Design, 3–1. CRC Press, 2005. http://dx.doi.org/10.1201/9781420037135.ch3.

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"Cold Formed Steel Structures." In The Civil Engineering Handbook, 1859–906. CRC Press, 2002. http://dx.doi.org/10.1201/9781420041217-52.

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Conference papers on the topic "Cold-formed steel structures"

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Serrette, Reynaud, and Khanh Chau. "Estimating Drift in Cold-Formed Steel Frame Structures." In Structures Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40889(201)53.

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Erkal, Burcu Guldur, Rafet Aktepe, Alper Can Alkoyak, Merve Bayraktar, Berkan Demir, and Zeynep Unsal. "Camera-Based Imperfection Determination of Cold-Formed Steel Members." In Structures Congress 2019. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482247.036.

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Wehbe, N., A. Wehbe, L. Dayton, and A. Sigl. "Development of Concrete/Cold Formed Steel Composite Flexural Members." In Structures Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)270.

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Rahman, Nabil A. "Cold-Formed Steel Stud-Plank System for Mid-Rise Construction." In Structures Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40889(201)52.

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Schafer, B. W., H. Chen, B. E. Manley, and J. W. Larson. "Enabling Cold-Formed Steel System Design through New AISI Standards." In Structures Congress 2015. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479117.085.

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Derveni, Fani, Simos Gerasimidis, and Kara D. Peterman. "Nonlinear Fastener-Based Modeling of Cold-Formed Steel Shear Walls." In Structures Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482896.064.

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Bahrami, A., W. H. Wan Badaruzzaman, and S. A. Osman. "Study of Concrete-Filled Steel Composite Columns using Cold-Formed Steel Sheet." In 7th International Conference on Steel and Aluminium Structures. Singapore: Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp032-icsas11.

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Padilla-Llano, D., M. Eatherton, C. D. Moen, T. Bruce, and L. MacAnallen. "Cyclic Energy Dissipation of Cold-Formed Steel Studs Experiencing Euler Buckling." In Structures Congress 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412367.135.

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Schafer, B. W., C. D. Moen, and J. R. Smith. "Workshop on Direct Strength Method Design of Cold-Formed Steel Members." In Structures Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)84.

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Jenkins, Craig, Siavash Soroushian, Esmaeel Rahmanishamsi, and E. “Manos” Maragakis. "Experimental Fragility Analysis of Cold-Formed Steel-Framed Partition Wall Systems." In Structures Congress 2015. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479117.152.

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Reports on the topic "Cold-formed steel structures"

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EXPERIMENTAL INVESTIGATION ON THE STRUCTURAL BEHAVIOR OF CORRODED SELF-DRILLING SCREW CONNECTIONS IN COLD-FORMED STEEL STRUCTURES. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.229.

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"Cold-formed steel (CFS) self-drilling screw connections are popular in the construction industry due to rapid fastening and ease of installation. However, the corrosion damage of CFS structures can significantly reduce mechanical properties, affecting the safety and durability of such structures. Therefore, this research investigates the effect of corrosion on the behavior of CFS connections experimentally. This paper presents a total of 36 new experiments on different types of CFS self-drilling screws (12 and 14 gauge) and steel sheet thickness (2.5 mm). Half of the tests were for corroded s
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SHAKING TABLE TEST OF NEW LIGHT STEEL STRUCTURE SYSTEM. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.342.

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The low-rise cold-formed thin-walled steel buildings have good seismic performance, and their lateral force resistance is generally provided by the pull-out parts, the wall skeleton support system, and the skin effect between the wall skeleton and the wall. However, the current cold-formed thin-walled steel residential system is difficult to meet the seismic requirements of multi-storey cold-formed thin-walled steel buildings in high intensity areas. In this paper, the thin steel brace and light steel skeleton are combined to form a wall skeleton with a new support system with "truss structure
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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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