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Relevant bibliographies by topics / Cold-formed steel

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Journal articles
Dissertations / Theses
Books
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Conference papers
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Academic literature on the topic 'Cold-formed steel'

Author: Grafiati

Published: 4 June 2021

Last updated: 25 July 2025

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Journal articles on the topic "Cold-formed steel"

1

Iuorio, Ornella. "Cold-formed steel housing." Pollack Periodica 2, no. 3 (2007): 97–108. http://dx.doi.org/10.1556/pollack.2.2007.3.9.

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Hancock, G. J. "Cold-formed steel structures." Journal of Constructional Steel Research 59, no. 4 (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 (2013): 73. http://dx.doi.org/10.1002/stco.201310024.

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

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Lisantono, Ade, Haryanto Yoso Wigroho, and Meita Ratna Sari. "Cold-Formed Steel-Concrete Beams." Jurnal Teknik Sipil 19, no. 2 (2012): 115. http://dx.doi.org/10.5614/jts.2012.19.2.3.

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Murtha‐Smith, Erling, and Paul Magyar. "Cold‐Formed Steel Channel Struts." Journal of Structural Engineering 117, no. 4 (1991): 1276–93. http://dx.doi.org/10.1061/(asce)0733-9445(1991)117:4(1276).

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Tomà, A., G. Sedlacek, and K. Weynand. "Connections in cold-formed steel." Thin-Walled Structures 16, no. 1-4 (1993): 219–37. http://dx.doi.org/10.1016/0263-8231(93)90046-d.

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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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Hannath, P. V., and Joseph Jikhil. "Seismic Behaviour Of Cold-Formed Perforated Steel Columns." Journal of Structural Engineering, its Applications and Analysis 6, no. 3 (2023): 43–67. https://doi.org/10.5281/zenodo.10208450.

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<i>Cold framed steel tube segments are a famous decision among planners and primary specialists because of their solid pressure strength and torsional obstruction. Holes or openings of different shapes and sizes are embedded on underlying steel segments for various purposes, for example, ventilation work, stylish allure, association with different individuals, etc. Holes in a steel part can be made in different ways. A contextual investigation is addressed here to comprehend the way of behaving of cold framed square and rectangular empty segments with two contradicting Center round holes at se

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Tunca, Osman, Ferhat Erdal, Arif Emre Sağsöz, and Serdar Çarbaş. "Structural features of cold-formed steel profiles." Challenge Journal of Structural Mechanics 4, no. 2 (2018): 77. http://dx.doi.org/10.20528/cjsmec.2018.02.005.

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Using capacity of cold-formed steel sections increases thanks to the opportunities which are offered by the developing technology. Low production cost and variety of profiles that can be produce easy, fast, high quality provide to improve its popularity as a structural material. In production, Sulphur and Phosphorous accumulation region occurs at intersection region of flanges and web of hot rolled steel profile. This causes to decrease strength of profile. Other difference between cold-formed and hot rolled steel sections is that mechanical properties of steel material homogeneously distribut

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

1

Abdel-Rahman, Nabil Mahmoud. "Cold-formed steel compression members with perforations." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp02/NQ30065.pdf.

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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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Tran, Tuan D. "Global optimisation of cold-formed steel sections." Thesis, Aston University, 2007. http://publications.aston.ac.uk/12239/.

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In this thesis, standard algorithms are used to carry out the optimisation of cold-formed steel purlins such as zed, channel and sigma sections, which are assumed to be simply supported and subjected to a gravity load. For zed, channel and sigma section, the local buckling, distortional buckling and lateral-torsional buckling are considered respectively herein. Currently, the local buckling is based on the BS 5950-5:1998 and EN 1993-1-3:2006. The distortional buckling is calculated by the direct strength method employing the elastic distortional buckling which is calculated by three available

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Chu, Xiao-ting. "Failure analysis of cold-formed steel sections." Thesis, Aston University, 2004. http://publications.aston.ac.uk/12234/.

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The purlin-sheeting system has been the subject of numerous theoretical and experimental investigations over the past 30 years, but the complexity of the problem has led to great difficulty in developing a sound and general model. The primary aim of the thesis is to investigate the failure behaviours of cold-formed zed and channel sections for use in purlin-sheeting systems. Both the energy method and finite strip method are used to develop an approach to investigate cold-formed zed and channel section beams with partial-lateral restraint from the metal sheeting when subjected to a uniformly d

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Mahdavian, Mahsa. "Innovative Cold-Formed Steel Shear Walls with Corrugated Steel Sheathing." Thesis, University of North Texas, 2016. https://digital.library.unt.edu/ark:/67531/metadc849608/.

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This thesis presents two major sections with the objective of introducing a new cold-formed steel (CFS) shear wall system with corrugated steel sheathings. The work shown herein includes the development of an optimal shear wall system as well as an optimal slit configuration for the CFS corrugated sheathings which result in a CFS shear wall with high ductility, high strength, high stiffness and overall high performance. The conclusion is based on the results of 36 full-scale shear wall tests performed in the structural laboratory of the University of North Texas. A variety of shear walls were

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Yu, Guowang. "Cold-formed Steel Framed Shear Wall Sheathed with Corrugated Sheet Steel." Thesis, University of North Texas, 2013. https://digital.library.unt.edu/ark:/67531/metadc271921/.

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Incombustibility is one important advantage of the sheet steel sheathed shear wall over wood panel sheathed shear wall. Compared to shear wall sheathed with plywood and OSB panel, shear wall sheathed with flat sheet steel behaved lower shear strength. Although shear wall sheathed with corrugated sheet steel exhibited high nominal strength and high stiffness, the shear wall usually behaved lower ductility resulting from brittle failure at the connection between the sheathing to frames. This research is aimed at developing modifications on the corrugated sheathing to improve the ductility of the

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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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Lim, James B. P. "Joint effects in cold-formed steel portal frames." Thesis, University of Nottingham, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.368970.

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Kyvelou, Pinelopi. "Structural behaviour of composite cold-formed steel systems." Thesis, Imperial College London, 2017. http://hdl.handle.net/10044/1/50694.

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The topic of this thesis is the investigation of the structural behaviour of cold-formed steel flooring and purlin systems, taking into consideration the beneficial effect of interaction between structural components. Experiments have been conducted on flooring systems comprising cold-formed steel joists and wood-based particle boards, considering the typical screw fixings employed in current practice as well as alternative means of shear connection. The experimental findings showed that mobilisation of composite action within this type of system, through enhancement, beyond that currently use

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Hui, Chi. "Moment redistribution in cold-formed steel purlin systems." Thesis, Imperial College London, 2014. http://hdl.handle.net/10044/1/25533.

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The external envelope of steel framed industrial buildings normally involves the use of purlins and rails spanning between the main hot-rolled frames to support the roofing/cladding. These purlins are typically light-gauge cold-formed steel members of complex shape for which the thinness of the material means that local instabilities will significantly influence their structural behaviour. In this thesis, the finite element (FE) method (ABAQUS) has been used to develop numerical analyses to study the buckling behaviour and degree of moment redistribution in continuous and sleeved cold-formed s

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Books on the topic "Cold-formed steel"

1

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

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Yu, Wei-Wen, and Roger A. LaBoube. Cold-Formed Steel Design. John Wiley & Sons, Inc., 2010. http://dx.doi.org/10.1002/9780470949825.

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

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A, LaBoube Roger, ed. Cold-formed steel design. 4th ed. Wiley, 2010.

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

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1939-, Davies J. M., ed. Cold-formed steel construction. Elsevier, 1994.

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Yu, Wei-Wen. Cold-formed steel design. Wiley, 1985.

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

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9

American Iron and Steel Institute. Cold-formed steel design manual. American Iron and Steel Institute, 1997.

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Association, Canadian Standards. Cold formed steel structural members. Canadian Standards Association, 1989.

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Book chapters on the topic "Cold-formed steel"

1

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

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Sha, Wei. "Cold-Formed Steel Portal Frame." In Steels. Springer London, 2013. http://dx.doi.org/10.1007/978-1-4471-4872-2_9.

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3

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

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Kerner, Michael C., and J. R. Smith. "Innovation in Cold-Formed Steel Framing." In Advances in Gypsum Technologies and Building Systems. ASTM International, 2015. http://dx.doi.org/10.1520/stp158820150011.

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Sivasathya, K., and S. Vijayanand. "Review of Cold-Formed Steel Columns." In Lecture Notes in Mechanical Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9809-8_24.

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Gîrbacea, Ioan Andrei, José Humberto de Paula Filho, and Viorel Ungureanu. "Environmental Impact of Cold-Formed Z-shaped Steel Purlins." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-57800-7_52.

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AbstractIn an effort to mitigate climate change, the construction industry is moving toward a more responsible approach regarding production and design methods. The environmental impact of a structure must be reduced from the design phase by using reliable design approaches and choosing the production and construction processes that minimise as much as possible the carbon footprint. The purlins are components of the roof structure and their scope is to transfer the roof loads to the rafters. An efficient design of purlins is generally achieved by using cold-formed steel Z-shaped profiles. Z pu

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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. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_20.

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

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"Appendix A: Thickness of Base Metal." In Cold-Formed Steel Design. John Wiley & Sons, Inc., 2010. http://dx.doi.org/10.1002/9780470949825.app1.

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"Appendix B: Torsion." In Cold-Formed Steel Design. John Wiley & Sons, Inc., 2010. http://dx.doi.org/10.1002/9780470949825.app2.

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Conference papers on the topic "Cold-formed steel"

1

Pike, Ethan, and Taylor J. Sorensen. "Review of Thermal Efficiency Techniques in Cold-Formed Steel External Wall Systems." In 2025 Intermountain Engineering, Technology and Computing (IETC). IEEE, 2025. https://doi.org/10.1109/ietc64455.2025.11039485.

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Baldassino, N., R. Zandonini, G. Manzini, F. Scavazza, and C. A. Rogers. "Investigation on Cold-Formed Steel Braced Walls." In 10th Pacific Structural Steel Conference (PSSC 2013). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_234.

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Gunalan, S., and M. Mahendran. "Improved Design Rules for Cold-formed Steel Columns." In 10th Pacific Structural Steel Conference (PSSC 2013). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_271.

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Ng Ling Ying, Adeline, and Mei Chee Chiang. "Experimental Investigation on Cold-Formed Lipped C-Channel in Bending." In 10th Pacific Structural Steel Conference (PSSC 2013). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_210.

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Oki, Koji, Takumi Ishii, and Kazuyuki Matsui. "Study on Structural Use of Cold-Formed Rectangular Hollow Section." In 10th Pacific Structural Steel Conference (PSSC 2013). Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_226.

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

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Stangherlin Gomes, Victor, and LUIZ CARLOS MARCOS VIEIRA JUNIOR. "Finite Element Modeling of Cold-Formed Steel Members." In XXIV Congresso de Iniciação Científica da UNICAMP - 2016. Galoa, 2016. http://dx.doi.org/10.19146/pibic-2016-51495.

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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. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp032-icsas11.

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Yang, J., and Q. Liu. "Pseudo-Plastic Design of Continuous Beams of Cold-Formed Sigma Sections." In 7th International Conference on Steel and Aluminium Structures. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp022-icsas11.

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Tan, C. S., M. M. Tahir, and P. N. Shek. "Experimental Investigation on Bolted Angle Connections for Cold-Formed Steel Sections." In 7th International Conference on Steel and Aluminium Structures. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-9247-0_rp025-icsas11.

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Reports on the topic "Cold-formed steel"

1

Kyprianou, Constantinos, Pinelopi Kyvelou, Leroy Gardner, and David A. Nethercot. NUMERICAL STUDY OF SHEATHED COLD-FORMED STEEL COLUMNS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.090.

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Selvaraj, Sivaganesh, and Mahendrakumar Madhavan. COLD-FORMED STEEL BUILT OF COLUMNS: EXPERIMENTAL INVESTIGATION. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.168.

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Nicolas, Hadjipantelis, Gardner Leroy, and Wadee M. Ahmer. PRESTRESSED COLD-FORMED STEEL BEAMS – PARAMETRIC STUDIES AND DESIGN RECOMMENDATIONS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.023.

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TRINH, Huu Nam, Gwénaëlle PROUST, Cao Hung PHAM, and Gregory J. HANCOCK. EFFECTS OF COLD-FORMING PROCESS ON THE PROPERTIES OF G450 COLD-FORMED STEEL CHANNELS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.125.

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Ungureanu, Viorel, Ioan Both, Marius Grosan, et al. WELDING TECHNOLOGIES FOR BUILT-UP COLD-FORMED STEEL BEAMS: EXPERIMENTAL INVESTIGATIONS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.082.

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Dar, M. Adil, Dipti Ranjan Sahoo, and Arvind K. Jain. ULTIMATE STRENGTH OF COLD-FORMED STEEL BUILT-UP COLUMNS: EFFECT OF LACING SLENDERNESS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.129.

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Dinis, Pedro B., and Dinar Camotim. DSM DESIGN OF COLD-FORMED STEEL COLUMNS AFFECTED BY LOCAL-DISTORTIONAL-GLOBAL INTERACTION REVISITED. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.092.

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Dinis, Pedro B., and Dinar Camotim. DSM DESIGN OF COLD-FORMED STEEL COLUMNS AFFECTED BY LOCAL-DISTORTIONAL-GLOBAL INTERACTION REVISITED. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.146.

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Hoehler, Matthew S., and Christopher M. Smith. Influence of fire on the lateral load capacity of steel-sheathed cold-formed steel shear walls - report of test. National Institute of Standards and Technology, 2016. http://dx.doi.org/10.6028/nist.ir.8160.

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Zhou, Xu-Hong, Zi-Qi He, Sa Xiao, and Jun-Da Wang. DISTORTIONAL-GLOBAL INTERACTION BEHAVIOR AND DSM DESIGN OF COLD-FORMED STEEL COLUMNS WITH SLOTTED HOLES. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.079.

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