Gotowa bibliografia na temat „Cold-formed steel structures”
Utwórz poprawne odniesienie w stylach APA, MLA, Chicago, Harvard i wielu innych
Spis treści
Zobacz listy aktualnych artykułów, książek, rozpraw, streszczeń i innych źródeł naukowych na temat „Cold-formed steel structures”.
Przycisk „Dodaj do bibliografii” jest dostępny obok każdej pracy w bibliografii. Użyj go – a my automatycznie utworzymy odniesienie bibliograficzne do wybranej pracy w stylu cytowania, którego potrzebujesz: APA, MLA, Harvard, Chicago, Vancouver itp.
Możesz również pobrać pełny tekst publikacji naukowej w formacie „.pdf” i przeczytać adnotację do pracy online, jeśli odpowiednie parametry są dostępne w metadanych.
Artykuły w czasopismach na temat "Cold-formed steel structures"
Hancock, G. J. "Cold-formed steel structures". Journal of Constructional Steel Research 59, nr 4 (kwiecień 2003): 473–87. http://dx.doi.org/10.1016/s0143-974x(02)00103-7.
Pełny tekst źródłaBrune, Bettina. "Cold-formed steel structures". Steel Construction 6, nr 2 (maj 2013): 73. http://dx.doi.org/10.1002/stco.201310024.
Pełny tekst źródłaSchafer, Benjamin W. "Cold-Formed Steel Structures: Special Issue". Journal of Structural Engineering 132, nr 4 (kwiecień 2006): 495–96. http://dx.doi.org/10.1061/(asce)0733-9445(2006)132:4(495).
Pełny tekst źródłaRondal, J. "Cold formed steel members and structures". Journal of Constructional Steel Research 55, nr 1-3 (lipiec 2000): 155–58. http://dx.doi.org/10.1016/s0143-974x(99)00083-8.
Pełny tekst źródłaClifton, G. C. "Cold formed sections". Bulletin of the New Zealand Society for Earthquake Engineering 18, nr 4 (31.12.1985): 397–99. http://dx.doi.org/10.5459/bnzsee.18.4.397-399.
Pełny tekst źródłaSchafer, Benjamin W., i Dinar Camotim. "Special Issue on Cold-Formed Steel Structures". Journal of Structural Engineering 139, nr 5 (maj 2013): 637–39. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000820.
Pełny tekst źródłaSchafer, Benjamin W. "Cold-formed steel structures around the world". Steel Construction 4, nr 3 (sierpień 2011): 141–49. http://dx.doi.org/10.1002/stco.201110019.
Pełny tekst źródłaCucu, Vlad, Daniel Constantin i Dan-Ilie Buliga. "Structural Efficiency Of Cold-Formed Steel Purlins". International conference KNOWLEDGE-BASED ORGANIZATION 21, nr 3 (1.06.2015): 809–14. http://dx.doi.org/10.1515/kbo-2015-0137.
Pełny tekst źródłaLee, Yeong Huei, Cher Siang Tan, Shahrin Mohammad, Mahmood Md Tahir i Poi Ngian Shek. "Review on Cold-Formed Steel Connections". Scientific World Journal 2014 (2014): 1–11. http://dx.doi.org/10.1155/2014/951216.
Pełny tekst źródłaHancock, G. J., i C. A. Rogers. "Design of cold-formed steel structures of high strength steel". Journal of Constructional Steel Research 46, nr 1-3 (kwiecień 1998): 167–68. http://dx.doi.org/10.1016/s0143-974x(98)80013-8.
Pełny tekst źródłaRozprawy doktorskie na temat "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.
Pełny tekst źródłaZhou, 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.
Pełny tekst źródłaFeng, Ran, i 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.
Pełny tekst źródłaUygar, 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.
Pełny tekst źródłaetin 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.
Pełny tekst źródłaZhou, Feng, i 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.
Pełny tekst źródłaZhao, 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.
Pełny tekst źródłaZhao, 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/.
Pełny tekst źródłaCheng, Shanshan. "Fire performance of cold-formed steel sections". Thesis, University of Plymouth, 2015. http://hdl.handle.net/10026.1/3316.
Pełny tekst źródłaShamim, 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.
Pełny tekst źródłaDispositions 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.
Książki na temat "Cold-formed steel structures"
A, LaBoube Roger, red. Cold-formed steel design. Wyd. 4. Hoboken, N.J: Wiley, 2010.
Znajdź pełny tekst źródłaYu, Wei-wen. Cold-formed steel design. Wyd. 4. Hoboken, N.J: John Wiley & Sons, 2010.
Znajdź pełny tekst źródłaDubina, Dan, Viorel Ungureanu i Raffaele Landolfo. Design of Cold-formed Steel Structures. Weinheim, Germany: Wiley-VCH Verlag GmbH & Co. KGaA, 2012. http://dx.doi.org/10.1002/9783433602256.
Pełny tekst źródłaYu, Wei-wen. Cold-formed steel design. Wyd. 2. New York: Wiley, 1991.
Znajdź pełny tekst źródłaYu, Wei-wen. Cold-formed steel design. Wyd. 3. New York: Wiley, 2000.
Znajdź pełny tekst źródłaYu, Wei-wen. Cold-formed steel design. New York: Wiley, 1985.
Znajdź pełny tekst źródłaCold-formed steel design. Wyd. 2. New York: Wiley, 1991.
Znajdź pełny tekst źródłaOutinen, Jyri. Seminar on steel structures: Design of cold-formed steel structures. Espoo: Helsinki University of Technology, 2000.
Znajdź pełny tekst źródłaHancock, Gregory J. Cold-Formed Steel Structures to the AISI Specification. New York, USA: Marcel Dekker, Inc., 2001.
Znajdź pełny tekst źródłaUniversity 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.
Znajdź pełny tekst źródłaCzęści książek na temat "Cold-formed steel structures"
Nelson, G. L., H. B. Manbeck i N. F. Meador. "Cold-Formed Steel Design". W Light Agricultural and Industrial Structures, 283–357. Boston, MA: Springer US, 1988. http://dx.doi.org/10.1007/978-1-4757-0411-2_9.
Pełny tekst źródłaWinter, George. "Lateral Bracing of Columns and Beams". W Bracing Cold-Formed Steel Structures, 115–35. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/9780784408179.apc.
Pełny tekst źródłaEbenau, C., J. Menkenhagen i G. Thierauf. "Optimal design of cold-formed tubular steel-members". W Tubular Structures VI, 399–404. London: Routledge, 2021. http://dx.doi.org/10.1201/9780203735015-58.
Pełny tekst źródłaLaím, Luís, João Paulo C. Rodrigues i Luís S. Silva. "Flexural Behaviour of Cold-Formed Steel Beams". W 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.
Pełny tekst źródłaZhang, S., i L. Xu. "Fundamental Frequency of Lightweight Cold-Formed Steel Floor Systems". W 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.
Pełny tekst źródłaSokół, L., i K. Rzeszut. "Selected aspects of designing the cold-formed steel structures". W Modern Trends in Research on Steel, Aluminium and Composite Structures, 66–81. London: Routledge, 2021. http://dx.doi.org/10.1201/9781003132134-6.
Pełny tekst źródła"Cold-Formed Framing". W Bracing Cold-Formed Steel Structures, 20–46. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/9780784408179.ch02.
Pełny tekst źródłaYu, Wei-Wen. "Cold-Formed Steel Structures". W Handbook of Structural Engineering, Second Edition. CRC Press, 1997. http://dx.doi.org/10.1201/9781439834350.ch7.
Pełny tekst źródłaYu, Wei-Wen. "Cold-Formed Steel Structures". W Principles of Structural Design, 3–1. CRC Press, 2005. http://dx.doi.org/10.1201/9781420037135.ch3.
Pełny tekst źródła"Cold Formed Steel Structures". W The Civil Engineering Handbook, 1859–906. CRC Press, 2002. http://dx.doi.org/10.1201/9781420041217-52.
Pełny tekst źródłaStreszczenia konferencji na temat "Cold-formed steel structures"
Serrette, Reynaud, i Khanh Chau. "Estimating Drift in Cold-Formed Steel Frame Structures". W Structures Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40889(201)53.
Pełny tekst źródłaErkal, Burcu Guldur, Rafet Aktepe, Alper Can Alkoyak, Merve Bayraktar, Berkan Demir i Zeynep Unsal. "Camera-Based Imperfection Determination of Cold-Formed Steel Members". W Structures Congress 2019. Reston, VA: American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482247.036.
Pełny tekst źródłaWehbe, N., A. Wehbe, L. Dayton i A. Sigl. "Development of Concrete/Cold Formed Steel Composite Flexural Members". W Structures Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)270.
Pełny tekst źródłaRahman, Nabil A. "Cold-Formed Steel Stud-Plank System for Mid-Rise Construction". W Structures Congress 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40889(201)52.
Pełny tekst źródłaSchafer, B. W., H. Chen, B. E. Manley i J. W. Larson. "Enabling Cold-Formed Steel System Design through New AISI Standards". W Structures Congress 2015. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479117.085.
Pełny tekst źródłaDerveni, Fani, Simos Gerasimidis i Kara D. Peterman. "Nonlinear Fastener-Based Modeling of Cold-Formed Steel Shear Walls". W Structures Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482896.064.
Pełny tekst źródłaBahrami, A., W. H. Wan Badaruzzaman i S. A. Osman. "Study of Concrete-Filled Steel Composite Columns using Cold-Formed Steel Sheet". W 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.
Pełny tekst źródłaPadilla-Llano, D., M. Eatherton, C. D. Moen, T. Bruce i L. MacAnallen. "Cyclic Energy Dissipation of Cold-Formed Steel Studs Experiencing Euler Buckling". W Structures Congress 2012. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412367.135.
Pełny tekst źródłaSchafer, B. W., C. D. Moen i J. R. Smith. "Workshop on Direct Strength Method Design of Cold-Formed Steel Members". W Structures Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)84.
Pełny tekst źródłaJenkins, Craig, Siavash Soroushian, Esmaeel Rahmanishamsi i E. “Manos” Maragakis. "Experimental Fragility Analysis of Cold-Formed Steel-Framed Partition Wall Systems". W Structures Congress 2015. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479117.152.
Pełny tekst źródłaRaporty organizacyjne na temat "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, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.229.
Pełny tekst źródłaSHAKING TABLE TEST OF NEW LIGHT STEEL STRUCTURE SYSTEM. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.342.
Pełny tekst źródłaOVERHANG EFFECT ON WEB CRIPPLING CAPACITY OF COLDFORMED AUSTENITIC STAINLESS STEEL SHS MEMBERS: AN EXPERIMENTAL STUDY. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.343.
Pełny tekst źródła