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Relevant bibliographies by topics / Cold-formed steel

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Academic literature on the topic 'Cold-formed steel'

Author: Grafiati

Published: 4 June 2021

Last updated: 21 February 2023

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Journal articles on the topic "Cold-formed steel"

1

Iuorio, Ornella. "Cold-formed steel housing." Pollack Periodica 2, no. 3 (December 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 (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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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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Lisantono, Ade, Haryanto Yoso Wigroho, and Meita Ratna Sari. "Cold-Formed Steel-Concrete Beams." Jurnal Teknik Sipil 19, no. 2 (August 1, 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 (April 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 (January 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 connections. The performance of these connections in the design of cold-formed steel structures is discussed.

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Abdel-Sayed, George, and Kwok-Cheung Chung. "Composite cold-formed steel–concrete columns." Canadian Journal of Civil Engineering 14, no. 3 (June 1, 1987): 295–301. http://dx.doi.org/10.1139/l87-047.

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A new system of composite columns is developed using lipped cold-formed steel channels with embossments and cast-in-place concrete. The combined action of the embossments and the channel's lips leads to very good bond between the steel and the concrete. It has been found that by replacing the standard longitudinal reinforcing bars by cold-formed steel sections of equal area, the structural performance of the columns remains almost unchanged, while considerable savings are achieved in time and material of construction. The present paper outlines the main characteristics of the proposed columns and provides an approach for their analysis and design, which is verified experimentally. Key words: columns, composite structures, concrete (reinforced), construction, cold-formed steel.

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Silva, Adriano Toledo, Arlene Maria Cunha Sarmanho, Gabriel Vieira Nunes, Daniel José Rocha Pereira, and Luiz Henrique de Almeida Neiva. "Cold formed steel semi rigid joints." REM - International Engineering Journal 71, no. 4 (December 2018): 497–504. http://dx.doi.org/10.1590/0370-44672017710121.

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

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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 the fire performance of CFS at elevated temperatures and the lack of fire design guidelines. Among all available design specifications of CFS, EN1993-1-2 is the only one which provided design guidelines for CFS at elevated temperatures, which, however, is based on the same theory and material properties of hot-rolled steel. Since the material properties of CFS are found to be considerably different from those of hot-rolled steel, the applicability of hot-rolled steel design guidelines into CFS needs to be verified. Besides, the effect of non-uniform temperature distribution on the failure of CFS members is not properly addressed in literature and has not been specified in the existing design guidelines. Therefore, a better understanding of fire performance of CFS members is of great significance to further explore the potential application of CFS. Since CFS members are always with thin thickness (normally from 0.9 to 8 mm), open cross-section, and great flexural rigidity about one axis at the expense of low flexural rigidity about a perpendicular axis, the members are usually susceptible to various buckling modes which often govern the ultimate failure of CFS members. When CFS members are exposed to a fire, not only the reduced mechanical properties will influence the buckling capacity of CFS members, but also the thermal strains which can lead additional stresses in loaded members. The buckling behaviour of the member can be analysed based on uniformly reduced material properties when the member is unprotected or uniformly protected surrounded by a fire that the temperature distribution within the member is uniform. However if the temperature distribution in a member is not uniform, which usually happens in walls and/or roof panels when CFS members are protected by plaster boards and exposed to fire on one side, the analysis of the member becomes very complicated since the mechanical properties such as Young’s modulus and yield strength and thermal strains vary within the member. This project has the aim of providing better understanding of the buckling performance of CFS channel members under non-uniform temperatures. The primary objective is to investigate the fire performance of plasterboard protected CFS members exposed to fire on one side, in the aspects of pre-buckling stress distribution, elastic buckling behaviour and nonlinear failure models. Heat transfer analyses of one-side protected CFS members have been conducted firstly to investigate the temperature distributions within the cross-section, which have been applied to the analytical study for the prediction of flexural buckling loads of CFS columns at elevated temperatures. A simplified numerical method based on the second order elastic – plastic analysis has also been proposed for the calculation of the flexural buckling load of CFS columns under non-uniform temperature distributions. The effects of temperature distributions and stress-strain relationships on the flexure buckling of CFS columns are discussed. Afterwards a modified finite strip method combined with the classical Fourier series solutions have been presented to investigate the elastic buckling behaviour of CFS members at elevated temperatures, in which the effects of temperatures on both strain and mechanical properties have been considered. The variations of the elastic buckling loads/moments, buckling modes and slenderness of CFS columns/beams with increasing temperatures have been examined. The finite element method is also used to carry out the failure analysis of one-side protected beams at elevated temperatures. The effects of geometric imperfection, stress-strain relationships and temperature distributions on the ultimate moment capacities of CFS beams under uniform and non-uniform temperature distributions are examined. At the end the direct strength method based design methods have been discussed and corresponding recommendations for the designing of CFS beams at elevated temperatures are presented. This thesis has contributed to improve the knowledge of the buckling and failure behaviour of CFS members at elevated temperatures, and the essential data provided in the numerical studies has laid the foundation for further design-oriented studies.

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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 approaches such as Hancock (1995), Schafer and Pekoz (1998), Yu (2005). In the optimisation program, the lateral-torsional buckling based on BS 5950-5:1998, AISI and analytical model of Li (2004) are investigated. For the optimisation program, the programming codes are written for optimisation of channel, zed and sigma beam. The full study has been coded into a computer-based analysis program (MATLAB).

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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 distributed transverse load. The stress analysis of cold-formed zed and channel section beams with partially-lateral restraint from the metal sheeting when subjected to a uniformly distributed transverse load is investigated firstly by using the analytical model based on the energy method in which the restraint actions of the sheeting are modelled by using two springs representing the translational and rotational restraints. The numerical results have showed that the two springs have significantly different influences on the stresses of the beams. The influence of the two springs has also been found to depend on the anti-sag bar and the position of the loading line. A novel method is presented for analysing the elastic local buckling behaviour of cold-formed zed and channel section beams with partial-lateral restraint from metal sheeting when subjected to a uniformly distributed transverse load, which is carried out by inputting the cross sectional stresses with the largest compressive stress into the finite strip analysis. By using the presented novel method, individual influences of warning stress, partially lateral restraints from the sheeting and the dimensions of the cross section and position of the loading line on the buckling behaviour are investigated.

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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 the subject of this research to make further discussions and conclusions based on different sheathing materials, slit configurations, wall configurations, sheathing connection methods, wall dimensions, shear wall member thicknesses, and etc. The walls were subject to cyclic (CUREE protocol) lateral loading to study their deformations and structural performances. The optimal sit configuration for CFS shear walls with corrugated steel sheathings was found to be 12×2 in. vertical slits in 6 rows. The failure mode observed in this shear wall system was the connection failure between the sheathing and the framing members. Also, most of the shear walls tested displayed local buckling of the chord framing members located above the hold-down locations. The second section includes details of developing a Finite Element Model (FEM) in ABAQUS software to analyze the lateral response of the new shear wall systems. Different modeling techniques were used to define each element of the CFS shear wall and are reported herein. Material properties from coupon test results are applied. Connection tests are performed to define pinching paths to model fasteners with hysteretic user-defined elements. Element interactions, boundary conditions and loading applications are consistent with full scale tests. CFS members and corrugated sheathings are modeled with shell elements, sheathing-to-frame fasteners are modeled using nonlinear springs (SPRING2 elements) for monotonic models and a general user defined element (user subroutine UEL) for cyclic models. Hold-downs are defined by boundary conditions. A total of three models were developed and validated by comparing ABAQUS results to full scale test results.

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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 shear wall as well as derive practical response modification factor by establishing correct relationship between ductility factor ? and response modification factor R. Totally 21 monotonic and cyclic full-scale shear wall tests were conducted during the winter break in 2012 by the author in NUCONSTEEL Materials Testing Laboratory in the University of North Texas. The research investigated nineteen 8 ft. × 4 ft. shear walls with 68 mil frames and 27 mil corrugation sheet steel in 11 configurations and two more shear walls sheathed with 6/17-in.OSB and 15/32-in. plywood respectively for comparison. The shear walls, which were in some special cutting arrangement patterns, performed better under lateral load conditions according to the behavior of ductility and shear strength and could be used as lateral system in construction.

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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 used, of the employed shear connection, is feasible, bringing corresponding increases in capacity and stiffness. In order for the influence of the key parameters to be further examined, a finite element model simulating the examined systems has been developed, validated and employed for parametric studies. Analyses confirmed the experimental findings, showing that significant benefits in terms of capacity and stiffness can be achieved, especially for systems comprising thinner steel sections. Based on the obtained experimental and numerical results, a full design method, following the fundamental concepts of current design codes for composite structures, has been devised, providing accurate predictions of moment capacity and flexural stiffness. Finally, a numerical investigation has been performed on continuous two-span roof systems comprising cold-formed steel purlins, accounting for their interaction with the corrugated sheeting. The study showed that moment redistribution is possible within these systems, but usually accompanied by a reduction of the moment capacity of the central support. A previously devised method for the design of continuous purlin systems, making direct use of cross-section capacities at key locations, together with a factor to allow for the fall-off in moment at the central support, has been assessed and advanced.

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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 steel 2-span purlin systems. Five types of nonlinear FE analyses have been validated against reported physical tests: (i) continuous 2-span beams subjected to uniformly distributed load (UDL), (ii) single span beams subjected to a moment gradient, (iii) single span beams subjected to pure bending (iv) sleeved 2-span beams subjected to a UDL and (v) single span sleeved sections subjected to a moment gradient. The FE analyses were used to generate a large portfolio of new results for gravity and uplift loading for continuous and sleeved 2-span arrangements covering a wide range of cross-sections by varying the flange and web dimensions and material thickness. The effects of local and distortional buckling and limited rotational capacities for single span FE models were investigated. The 2-span FE results formed the basis for a simple modification to conventional plastic design that recognises the possibility of a reduction in moment with increasing rotation in the interior support region. The assumption of full moment redistribution for gravity loading was found to be only valid for stocky sections but not for slender sections. For uplift loading in addition to the potential reductions in moment at the interior support, limitations in the span moment due to lateral torsional buckling (LTB) for slender members were also accounted for. Based on the FE results, an α-reduction framework was established to predict the collapse load for continuous and sleeved 2-span systems. It was assumed that the cross-section or LTB resistance was achieved in the span while a reduced cross-section resistance allowing for the post-peak fall in capacity was achieved at the interior support. The accuracy of the proposed design method was compared against elastic and full plastic design cases by considering their ultimate load carrying capacities. Whereas the elastic design method provides overly-conservative results and plastic design overestimates the capacity of slender sections, the proposed design method gave accurate predictions of the failure load with minimal scatter for all cases. The developed α-reduction framework provides a foundation for allowing the use of other purlin sections and interior support connections by inserting alternative cross-sectional moment capacity inputs obtained from several sources such as physical testing, hand calculations from design codes and FE analyses.

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Books on the topic "Cold-formed steel"

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

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

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

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

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

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

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American Iron and Steel Institute. Cold-formed steel design manual. Washington, D.C: The Institute, 1986.

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American Iron and Steel Institute. Cold-formed steel design manual. Washington, D.C: American Iron and Steel Institute, 1997.

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Book chapters on the topic "Cold-formed steel"

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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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Sha, Wei. "Cold-Formed Steel Portal Frame." In Steels, 197–226. London: Springer London, 2013. http://dx.doi.org/10.1007/978-1-4471-4872-2_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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Sivasathya, K., and S. Vijayanand. "Review of Cold-Formed Steel Columns." In Lecture Notes in Mechanical Engineering, 289–300. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-15-9809-8_24.

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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, 67–83. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2015. http://dx.doi.org/10.1520/stp158820150011.

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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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Becque, J., and I. Hajirasouliha. "Countersunk bolted moment connections in cold-formed steel." In Insights and Innovations in Structural Engineering, Mechanics and Computation, 1074–79. Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-177.

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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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Dhaarini, S. T., C. Manoj Kumar, and D. Vinoth Raj. "Experimental Investigation of Cold-Formed Steel Castellated Beams." In Lecture Notes in Civil Engineering, 203–17. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-6403-8_17.

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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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Conference papers on the topic "Cold-formed steel"

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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). Singapore: 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). Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_271.

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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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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. Campinas - SP, Brazil: Galoa, 2016. http://dx.doi.org/10.19146/pibic-2016-51495.

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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). Singapore: 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). Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_226.

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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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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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RODRIGUES, F. C., F. F. DE CAMPOS, and P. C. S. C. SANTANA. "EXPERIMENTAL ANALYSIS OF COLD-FORMED STEEL "S" COMPRESSED MEMBERS." In Proceedings of the Third International Conference. PUBLISHED BY IMPERIAL COLLEGE PRESS AND DISTRIBUTED BY WORLD SCIENTIFIC PUBLISHING CO., 2000. http://dx.doi.org/10.1142/9781848160095_0031.

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Xu, Lei. "Floor Vibration Performance of Lightweight Cold-Formed Steel Framing." In IABSE Symposium, Venice 2010: Large Structures and Infrastructures for Environmentally Constrained and Urban ised Areas. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2010. http://dx.doi.org/10.2749/venice.2010.0090.

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Reports on the topic "Cold-formed steel"

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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, December 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, December 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, December 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, December 2018. http://dx.doi.org/10.18057/icass2018.p.125.

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Ungureanu, Viorel, Ioan Both, Marius Grosan, Calin Neagu, Dan Dubina, Mircea Burca, and Daniel Tunea. WELDING TECHNOLOGIES FOR BUILT-UP COLD-FORMED STEEL BEAMS: EXPERIMENTAL INVESTIGATIONS. The Hong Kong Institute of Steel Construction, December 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, December 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, December 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, December 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. Gaithersburg, MD: National Institute of Standards and Technology, December 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, December 2018. http://dx.doi.org/10.18057/icass2018.p.079.

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