Academic literature on the topic 'Cold-formed steel structures'
Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles
Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Cold-formed steel structures.'
Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.
You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.
Journal articles on the topic "Cold-formed steel structures"
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.
Full textBrune, Bettina. "Cold-formed steel structures." Steel Construction 6, no. 2 (May 2013): 73. http://dx.doi.org/10.1002/stco.201310024.
Full textSchafer, 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).
Full textRondal, 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.
Full textClifton, 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.
Full textSchafer, 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.
Full textSchafer, 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.
Full textCucu, 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.
Full textLee, 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.
Full textHancock, 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.
Full textDissertations / Theses on the topic "Cold-formed steel structures"
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.
Full textZhou, 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.
Full textFeng, 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.
Full textUygar, 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.
Full textetin 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 oriented strand board (OSB) or plywood on the exterior wall surface and these sheathed light gauge steel walls behave as shear walls with significant capacity. Oriented strand board is used in analytical models since OSB claddings are most commonly used in residential applications. The strength of shear walls depends on different parameters like screw spacing, strength of sheathing, size of fasteners used and aspect ratio. SAP2000 software is used for structural analysis of walls and joint force outputs are collected by Microsoft Excel. The yield strength of shear walls at which first screw connection reaches its shear capacity is calculated and load carrying capacity per meter length is found. The nonlinear analysis is also done by modeling the screw connections between OSB and frame as non-linear link and the nominal shear capacities of walls are calculated for different screw spacing combinations. The results are consistent with the values in shear wall design Guide and International Building Code 2003. The other lateral load bearing method is flat strap X-bracing on wall surfaces. Various parameters like wall frame section thickness, flat strap area, aspect ratio and bracing number are investigated and results are evaluated. The shear walls in which X-bracing and OSB sheathing used together are also analyzed and the results are compared with separate analyses.
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.
Full textZhou, 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.
Full textZhao, 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.
Full textZhao, 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/.
Full textCheng, Shanshan. "Fire performance of cold-formed steel sections." Thesis, University of Plymouth, 2015. http://hdl.handle.net/10026.1/3316.
Full textShamim, 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.
Full textDispositions de conception sismique pour les murs de contreventement encadrés de l'acier formé à froid (CFS) ou gainés en bois sont disponibles dans les normes AISI S213-07. Toutefois, le Code national du bâtiment du Canada (NBCC), la CSA S136 et les normes AISI S213, à l'heure actuelle, ne répondent pas à la conception sismique pour les murs de contreventement encadrés en CFS pour utilisation au Canada. La directive existante sur la conception des murs de contreventement encadrés en CFS est basé sur les données obtenues à partir des essais statiques menés sous les protocoles de chargement cyclique monotones et aussi inversées.Cette recherche visait à élaborer des dispositions de conception sismique pour les murs de contreventement encadres en CFS comme une partie du système de résistance contre des forces sismiques de bâtiment. Ces conceptions peuvent être inclus dans le NBCC et AISI S213. Cette approche a consisté les essais avec la table de vibration sur les murs de contreventement, sur une ou deux étages, encadrés en CFS ou gainés en bois, la modélisation numérique des murs de contreventement, et enfin, analyses non linéaires dynamiques de construction de archétypes suivant la méthodologie de la Federal Emergency Management Agency (FEMA) P695. Au total, sept murs de contreventement gainés en bois et dix encadrés en CFS ont été mesurées en utilisant la table de vibration au laboratoire de structure de l'Ecole Polytechnique de Montréal. Les échantillons de mur étaient de pleine échelle en simple ou double étages et, la plupart, ont été faites avec un blocage dans le cadre CFS. Un mur de contreventement gainé en bois a été testé avec un panneau de gypse dans un côté de l'échantillon afin d'étudier des effets des éléments non structurels. L'essai dynamique a compris des testes de choc, de vibration harmonique forcée, et de mouvement du sol, représentant le danger sismique au Québec et à Vancouver, au Canada. La performance sismique des murs de contreventement, c'est à dire la force contre le comportement hystérétique de déplacement des modes de défaillance, était essentiellement similaire aux essais statiques. Inclusion du blocage augmente la résistance des murs de contreventement de près de 50%. Le logiciel OpenSees a été utilisé pour la modélisation numérique des murs qui était dynamiquement testés. Le comportement inélastique des murs de contreventement a été reproduit en utilisant le matériel Pinching04; des éléments de ressort supplémentaire de longueurs zéro ont été inclus dans le modèle pour représenter la rigidité du cadre, de la tige d'ancrage et le cadrage CFS. Les modèles des murs ont été calibrés sur la base des résultats des essais dynamiques, ainsi que les données obtenues par la calibration des testes statistiques qui obtenues auparavant. En outre, pour fournir des données expérimentales pour compléter la procédure de calibration du modèle, une série de tests statiques a été fait sur des cadres en CFS bloqués et les connexions stud-to-track. Les bâtiments (douze au total) étaient en deux, quatre, et cinq étages de type commercial et résidentiel à Halifax, Montréal et Vancouver, au Canada. Les bâtiments conçus avec Rd = 2.0 et Ro = 1.3 satisfait aux exigences de capacité d'effondrement FEMA P695. L'inclusion de panneau de gypse dans deux des bâtiments archétype augmente le ratio de CMR de 20% en moyenne.
Books on the topic "Cold-formed steel structures"
A, LaBoube Roger, ed. Cold-formed steel design. 4th ed. Hoboken, N.J: Wiley, 2010.
Find full textYu, Wei-wen. Cold-formed steel design. 4th ed. Hoboken, N.J: John Wiley & Sons, 2010.
Find full textDubina, 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.
Full textYu, Wei-wen. Cold-formed steel design. 2nd ed. New York: Wiley, 1991.
Find full textYu, Wei-wen. Cold-formed steel design. 3rd ed. New York: Wiley, 2000.
Find full textYu, Wei-wen. Cold-formed steel design. New York: Wiley, 1985.
Find full textCold-formed steel design. 2nd ed. New York: Wiley, 1991.
Find full textOutinen, Jyri. Seminar on steel structures: Design of cold-formed steel structures. Espoo: Helsinki University of Technology, 2000.
Find full textHancock, Gregory J. Cold-Formed Steel Structures to the AISI Specification. New York, USA: Marcel Dekker, Inc., 2001.
Find full textUniversity 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.
Find full textBook chapters on the topic "Cold-formed steel structures"
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.
Full textWinter, 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.
Full textEbenau, 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.
Full textLaím, 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.
Full textZhang, 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.
Full textSokół, 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.
Full text"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.
Full textYu, Wei-Wen. "Cold-Formed Steel Structures." In Handbook of Structural Engineering, Second Edition. CRC Press, 1997. http://dx.doi.org/10.1201/9781439834350.ch7.
Full textYu, Wei-Wen. "Cold-Formed Steel Structures." In Principles of Structural Design, 3–1. CRC Press, 2005. http://dx.doi.org/10.1201/9781420037135.ch3.
Full text"Cold Formed Steel Structures." In The Civil Engineering Handbook, 1859–906. CRC Press, 2002. http://dx.doi.org/10.1201/9781420041217-52.
Full textConference papers on the topic "Cold-formed steel structures"
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.
Full textErkal, 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.
Full textWehbe, 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.
Full textRahman, 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.
Full textSchafer, 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.
Full textDerveni, 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.
Full textBahrami, 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.
Full textPadilla-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.
Full textSchafer, 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.
Full textJenkins, 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.
Full textReports on the topic "Cold-formed steel structures"
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.
Full textSHAKING 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.
Full textOVERHANG 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.
Full text