Academic literature on the topic 'Building, Iron and steel Design and construction'
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Journal articles on the topic "Building, Iron and steel Design and construction"
Yergün, Uzay, and Banu Çelebioğlu. "Steel Frame Construction Technology in Ottoman Architecture and “Metro Khan”." Advanced Materials Research 133-134 (October 2010): 131–35. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.131.
Full textSutthichaimethee, Pruethsan, Wanvicechanee Tanoamchard, Pichan Sawangwong, Pumipat Pachana, and Nirun Witit-Anun. "Model of Environmental Problems Priority Arising from the Use of Environmental and Natural Resources in Construction Material Sectors of Thailand." Advanced Engineering Forum 14 (October 2015): 76–85. http://dx.doi.org/10.4028/www.scientific.net/aef.14.76.
Full textComeau, G., K. Velchev, and C. A. Rogers. "Development of seismic force modification factors for cold-formed steel strap braced walls." Canadian Journal of Civil Engineering 37, no. 2 (February 2010): 236–49. http://dx.doi.org/10.1139/l09-153.
Full textRossi, Adriana, and Sara Gonizzi Barsanti. "Resilient connections." VITRUVIO - International Journal of Architectural Technology and Sustainability 6, no. 1 (June 30, 2021): 24. http://dx.doi.org/10.4995/vitruvio-ijats.2021.15375.
Full textSteau, Edward, Poologanathan Keerthan, and Mahen Mahendran. "Web crippling study of rivet fastened rectangular hollow flange channel beams with flanges fastened to supports." Advances in Structural Engineering 20, no. 7 (October 20, 2016): 1059–73. http://dx.doi.org/10.1177/1369433216670172.
Full textGeraldi, Liem Antonio, and Hendrik Sulistio. "STUDI ANALISIS PERSENTASE WASTE BESI BETON DAN FAKTOR PENYEBABNYA PADA BANGUNAN BERTINGKAT RENDAH DI JAKARTA." JMTS: Jurnal Mitra Teknik Sipil 3, no. 1 (February 25, 2020): 167. http://dx.doi.org/10.24912/jmts.v3i1.7070.
Full textMahdavinejad, Mohammadjavad, Mina Hajian, and Amene Doroodgar. "Modeling of LSF Technology in Building Design and Construction Case-Study: Parand Residential Complex, Iran." Advanced Materials Research 341-342 (September 2011): 447–51. http://dx.doi.org/10.4028/www.scientific.net/amr.341-342.447.
Full textNarahari Prasad, S., and M. Narayana Rao. "Stainless Steel - A Versatile Engineering Material for Critical Applications." Advanced Materials Research 794 (September 2013): 44–49. http://dx.doi.org/10.4028/www.scientific.net/amr.794.44.
Full textLiu, Can, and Liping Duan. "Analytical Prediction of the Distortional Buckling Loads for Cold-Formed Channel Beams with Edge-Stiffened Rectangular Web Openings." Buildings 13, no. 1 (December 30, 2022): 101. http://dx.doi.org/10.3390/buildings13010101.
Full textGhoddousi and, Parviz, Behzad T. Alizadeh, M. Reza Hosseini, and Nicholas Chileshe. "Implementing the international benchmarking labour productivity theoretical model." Benchmarking: An International Journal 21, no. 6 (September 30, 2014): 1041–61. http://dx.doi.org/10.1108/bij-04-2012-0029.
Full textDissertations / Theses on the topic "Building, Iron and steel Design and construction"
Subaaharan, S. S. "Improved modelling and design of portal frame building systems." Thesis, Queensland University of Technology, 1998. https://eprints.qut.edu.au/36068/7/Subaaharan%20Thesis.pdf.
Full textWillemse, G. E. (Grant Erin). "Object-oriented steel connection design framework." Thesis, Stellenbosch : Stellenbosch University, 2004. http://hdl.handle.net/10019.1/50048.
Full textENGLISH ABSTRACT: Connections are a vitally important part of any structural framework. Thisstatement may seem obvious, yet it is surprisinghow often insufficient attention is given to the design of this essential aspect of steelwork projects. This thesis concentrates on developing a specification for designing steel connections with the main emphasis on the practical and economical design of typical connections. The design methods of the specification are developed according to the new South African design code which is currently in draft form, namely SANS10162:Code of Practice for the Structural Use of Steel: Part 1: Limit States Design of hot-rolled steelwork - 2002. An object-oriented framework and associated graphical user interface for designing the connections are developed and implemented. The primary objectives of the implemented framework are: • Being generic in the sensethat it allows for easy addition of additional connection types, • To implement the design paradigm of the South African code, without fixing specific parameter values programmatically in the implementation and • To build on an existing architecture that allows for structural analysis,structural steel member design and distributed collaboration in the design process.
AFRIKAANSE OPSOMMING: Verbindings vorm In uiters belangrike deel van enige staal struktuur. Alhoewel hierdie stelling dalk vanselfsprekend mag wees, is dit egter verbasend hoe selde voldoende aandag aan die ontwerp van hierdie essensiëleaspek van staalwerk projekte gegee word. Hierdie tesis konsentreer op die ontwikkeling van In spesifikasievir die ontwerp van staal verbindings met die oog op praktiese en ekonomiese ontwerp van tipiese verbindings. Hierdie ontwerpmetodes isgebasseer op die nuwe Suid Afrikaanse ontwerpkode wat tans in proef-vorm is, naamlik SANS 10162: Gebruikskode vir Stoa/bouwerk: Dee/I: Grenstoestandontwerp vir warmgewa/ste staa/werk - 2002. In Objek orienteerde raamwerk en In geassosieerde grafiese gebruikerskoppelvlak word ontwikkel en geimplimenteer. Die primêre mikpunte van hierdie geimplimenteerde raamwerk is: • Om generies te wees in die sin dat dit die byvoeging van addisionele verbinding tipes toelaat, • Om die paradigma van die Suid Afrikaanse kode te implimenteer sonder om enige waardes van spesifieke parameters programmaties vas te lê, en • Om dit op In bestaande argitektuur te bou wat strukturele analise, strukturele ontwerp en verspreide samewerking in die ontwerpproses toelaat.
Dunaiski, Wibke. "Investigation into the effective lengths of web compression elements in parallel chord trusses." Thesis, Stellenbosch : Stellenbosch University, 2008. http://hdl.handle.net/10019.1/2410.
Full textThe Southern African Institute of Steel Construction expressed concern with regard to the unit definition of the effective length factor, K, stipulated for compressive elements of parallel chord trusses in Clause 15 of SANS 10162-1:2005 - Limit state design of hot-rolled steelwork. The simplified method for truss design specified in the code assumes all compression members are pin-connected, which allows for greater design simplicity and reduces the amount of code interpretation required by the designer. In addition to this, Clause 15 requires the additional reduction in resistance of the first web compression members by a factor of 0.85. However, this approach may be considered overly conservative and in current design practice the effective length factor is often reduced to less than 1.0. This research investigates the effective length factor of web compression members in parallel chord trusses, by means of investigative structural analyses of representative trusses using ANGELINE and Prokon analytical programs, and by designing, constructing and testing six representative trusses, using current design practices. A comparative study of a number of different countries’ codified approaches to truss design is also included. The structural analyses revealed that in-plane buckling of the web compression members was the consistent mode of failure, however at a much greater applied load than the design load determined according to SANS 10162-1:2005. Contrary to the expected mode of failure, all six tests performed on the representative trusses exhibited elastic out-of-plane buckling, or strongaxis buckling, of the web compression members, but still at a much greater applied load than the design load. The unexpected out-of-plane buckling of the web members is due to the inplane stiffness of the end connections used. In order to stay true to current design practice, gusset plates and longitudinal welds were used to join the web members to the chords. The stiffness of the gusset plates therefore significantly reduced the effective length of the web compression members in-plane, but did not reduce the effective length out-of-plane. Despite the unanticipated behaviour of the tests performed, certain conclusions can still be drawn from the results. The unit definition of the effective length factor for in-plane buckling of web compression members is too conservative and a K factor of 0.8 is recommended. In addition to this an effective length factor for out-plane-buckling of web compression members of 1.1 is recommended for trusses with welded connections. The necessity of the reduction in resistance of 0.85 of the first web compression members requires further investigation. The most important conclusion to be drawn is that out-of-plane buckling of web compression members can be the dominant failure mode, which is not taken into consideration in current design practice.
Kerr, Robert A. "Connection limit states design teaching aid." Master's thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-10242009-020036/.
Full textHewetson, C. G. "Object - oriented steel member design framework /." Thesis, Link to the online version, 2005. http://hdl.handle.net/10019/249.
Full textNhamoinesu, Shelton. "Steel-glass composite panels." Thesis, University of Cambridge, 2015. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.708845.
Full textHedayati, Mohammad Hassan. "Performance-based design of stainless steel blast walls." Thesis, University of Aberdeen, 2018. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=239895.
Full textFerguson, Stephen Angus. "Limit states design of steel formwork shores /." View thesis, 2003. http://library.uws.edu.au/adt-NUWS/public/adt-NUWS20060504.153139/index.html.
Full text"A thesis submitted in fulfilment of the requirements for the degree of Master of Engineering (Hons.) [at] University of Western Sydney, 2003." Bibliography : leaves 105 - 111, and appendices.
Al-Shaleh, Khaled. "Optimum design of straight steel box girder bridges." Diss., Georgia Institute of Technology, 1993. http://hdl.handle.net/1853/15373.
Full textJiménez, Pacheco Julio. "Behavior of steel-to-concrete connections for use in repair and rehabilitation of reinforced concrete structures /." Full-text Adobe Acrobat (PDF) file, 1992. http://www.engr.utexas.edu/research/fsel/FSEL_reports/Thesis/Jimenez-Pacheco,%20Julio.pdf.
Full textBooks on the topic "Building, Iron and steel Design and construction"
R, Narayanan, ed. Steel structures: Advances, design, and construction. London: Elsevier Applied Science, 1987.
Find full textFung-Jen, Lin, and Galambos T. V, eds. Basic Steel Design. 3rd ed. Englewood Cliffs, N.J., USA: Prentice-Hall, Inc., 1986.
Find full textGaylord, Edwin H. Design of steel structures. 3rd ed. New York: McGraw-Hill, 1992.
Find full textA, Gorges Julie, ed. Residential steel design and construction: Energy efficiecy, cost savings, code compliance. New York: McGraw-Hill, 1998.
Find full textTaranath, Bungale S. Steel, concrete, and composite design of tall buildings. 2nd ed. New York: McGraw-Hill, 1998.
Find full textTaranath, Bungale S. Steel, concrete, and composite design of tall buildings. 2nd ed. New York: McGraw-Hill, 1998.
Find full textInternational, Specialty Conference on Cold-Formed Steel Structures (8th 1986 St Louis Mo ). Recent research and developments in cold-formed steel design and construction. [Rolla, Mo.]: Department of Civil Engineering, University of Missouri-Rolla, 1986.
Find full textConstruction management and design of industrial concrete and steel structures. Boca Raton, FL: CRC Press, 2011.
Find full textJ, Dowling P., and World Conference on Constructional Steel Design (1st : 1992 : Acapulco, Mexico), eds. Constructional steel design: World developments. London: Elsevier Applied Science, 1992.
Find full textUnified design of steel structures. 2nd ed. Hoboken, NJ: Wiley, 2012.
Find full textBook chapters on the topic "Building, Iron and steel Design and construction"
Mitchell, Charles F., and George A. Mitchell. "Iron and Steel Roofs." In Building Construction and Drawing 1906, 276–98. London: Routledge, 2022. http://dx.doi.org/10.1201/9781003261476-10.
Full textBussell, Michael. "Use of Iron and Steel in Buildings." In Structures & Construction in Historic Building Conservation, 173–91. Oxford, UK: Blackwell Publishing Ltd, 2008. http://dx.doi.org/10.1002/9780470691816.ch10.
Full textRanzi, Gianluca, Graziano Leoni, Raymond Ian Gilbert, Luigino Dezi, and Riccardo Zandonini. "State-of-the-art review on the time-dependent behaviour of composite steel-concrete beams." In Time-dependent behaviour and design of composite steel-concrete structures, 61–82. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch4.
Full textZhang, Jindan, Jun Cai, Ying Su, Qingyou He, and Xinyue Lin. "Research and Development and Pilot Application of Innovative Technology of Prefabricated Concrete." In Lecture Notes in Civil Engineering, 226–37. Singapore: Springer Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-1260-3_20.
Full textKeats, Jonathon. "Gene Foundry." In Virtual Words. Oxford University Press, 2010. http://dx.doi.org/10.1093/oso/9780195398540.003.0013.
Full textCoskun, Haluk. "Design Considerations for Light Gauge Steel Profiles in Building Construction." In Light-Weight Steel and Aluminium Structures, 351–57. Elsevier, 1999. http://dx.doi.org/10.1016/b978-008043014-0/50144-x.
Full textBerry, P. A., and M. Patrick. "Design of simply-supported and continuous beams in steel-concrete composite construction." In Advances in Building Technology, 183–90. Elsevier, 2002. http://dx.doi.org/10.1016/b978-008044100-9/50023-1.
Full textSCOTT, D., G. HO, and H. NUTTALL. "Composite Design and Construction of a Tall Building — Cheung Kong Center." In Advances in Steel Structures (ICASS '99), 747–54. Elsevier, 1999. http://dx.doi.org/10.1016/b978-008043015-7/50088-9.
Full textKIRBY, B. R. "BRITISH STEEL TECHNICAL EUROPEAN FIRE TEST PROGRAMME - DESIGN, CONSTRUCTION AND RESULTS." In Fire, Static and Dynamic Tests of Building Structures, 111–26. CRC Press, 1997. http://dx.doi.org/10.1201/9781482294965-9.
Full textThajudeen, Shamnath, Martin Lennartsson, Fredrik Elgh, and Per Johan Persson. "Parametric Modelling of Steel Connectors in a Glulam Based Post and Beam Building System – Towards a Flexible Product Platform Approach." In Advances in Transdisciplinary Engineering. IOS Press, 2020. http://dx.doi.org/10.3233/atde200117.
Full textConference papers on the topic "Building, Iron and steel Design and construction"
Ouillette, Joanne J. "Designing the Future DDG 51 Class Computer Aided Design." In ASME 1993 International Computers in Engineering Conference and Exposition. American Society of Mechanical Engineers, 1993. http://dx.doi.org/10.1115/edm1993-0105.
Full textDubey, Shubhi, Ashita Singh, and Suresh Singh Kushwah. "Utilization of iron and steel slag in building construction." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON SUSTAINABLE MATERIALS AND STRUCTURES FOR CIVIL INFRASTRUCTURES (SMSCI2019). AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5127156.
Full textDiekmann, Christoph. "Design Details at an Office Building with Unusual Solutions." In Composite Construction in Steel and Concrete IV Conference 2000. Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40616(281)58.
Full textTakeda, Akifumi, and Haruyuki Yamamoto. "Structural Design Of Building Using Directly Connected Method With Steel Tube Column And Pile Head." In The Seventh International Structural Engineering and Construction Conference. Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_aae-1-47.
Full textKhanzode, Atul, Martin Fischer, and Steven Hamburg. "Effect of Information Standards on the Design-Construction Interface: Case Examples from the Steel Industry." In Eighth International Conference on Computing in Civil and Building Engineering (ICCCBE-VIII). Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40513(279)105.
Full textGUO, Y. L., Q. L. DONG, and D. B. HU. "THE CONSTRUCTION TRACING AND SIMULATING ANALYSIS FOR HIGH-RISE LEANING STEEL BUILDING STRUCTURES." In Tall Buildings from Engineering to Sustainability - Sixth International Conference on Tall Buildings, Mini Symposium on Sustainable Cities, Mini Symposium on Planning, Design and Socio-Economic Aspects of Tall Residential Living Environment. WORLD SCIENTIFIC, 2005. http://dx.doi.org/10.1142/9789812701480_0062.
Full textChua, Yie Sue, Jat Yuen Richard Liew, and Sze Dai Pang. "Robustness of Prefabricated Prefinished Volumetric Construction (PPVC) High-rise Building." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6955.
Full textBaumann, J., B. Ensor, T. Herb, A. Howard, M. Ranade, and J. Roach. "Design, Construction and Start-Up of the Continuous Galvanizing Line #3 at Steel Dynamics Inc. — Flat Roll Group Columbus Division — The 10<sup>th</sup> Galvanizing Line of Steel Dynamics Inc." In AISTech 2022 Proceedings of the Iron and Steel Technology Conference. AIST, 2022. http://dx.doi.org/10.33313/386/164.
Full textArason, Magnús, Kristján Uni Óskarsson, Andri Gunnarsson, and Terje Krommen. "When Building a Blue Footbridge – Construction Challenges." In Footbridge 2022 (Madrid): Creating Experience. Madrid, Spain: Asociación Española de Ingeniería Estructural, 2022. http://dx.doi.org/10.24904/footbridge2022.012.
Full textYOUNG, BEN, and EHAB ELLOBODY. "EXPERIMENTAL INVESTIGATION OF CONCRETE-FILLED HIGH STRENGTH STAINLESS STEEL TUBE COLUMNS FOR TALL BUILDING CONSTRUCTION." In Tall Buildings from Engineering to Sustainability - Sixth International Conference on Tall Buildings, Mini Symposium on Sustainable Cities, Mini Symposium on Planning, Design and Socio-Economic Aspects of Tall Residential Living Environment. WORLD SCIENTIFIC, 2005. http://dx.doi.org/10.1142/9789812701480_0114.
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