Relevant bibliographies by topics / Steel framing in building

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Steel framing in building'

Author: Grafiati
Published: 4 June 2021
Last updated: 10 February 2022

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Journal articles on the topic "Steel framing in building"

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Baleshan, Balachandren, and Mahen Mahendran. "Experimental study of light gauge steel framing floor systems under fire conditions." Advances in Structural Engineering 20, no. 3 (September 26, 2016): 426–45. http://dx.doi.org/10.1177/1369433216653508.

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Cold-formed steel members can be assembled in various combinations to provide cost-efficient and safe light gauge floor systems for buildings. Such light gauge steel framing floor systems are widely accepted in industrial and commercial building construction. Light gauge steel framing floor systems must be designed to serve as fire compartment boundaries and provide adequate fire resistance. Floor assemblies with higher fire resistance rating are needed to develop resilient building systems for extreme fire events. Recently, a new composite panel system based on external insulation has been developed for light gauge steel framing floors to provide higher fire resistance rating under fire conditions. This article presents the details of an experimental investigation of light gauge steel framing floors made of both the conventional (with and without cavity insulation) and the new composite panel systems under standard fires. Analysis of the fire test results showed that the thermal and structural performance of externally insulated light gauge steel framing floor system was superior than conventional light gauge steel framing floors with or without cavity insulation. Details of the experimental results including the temperature and deflection profiles measured during the tests are presented along with the joist failure modes. Such fire performance data can be used in the numerical modelling of light gauge steel framing floor systems to further improve the understanding of their fire behaviour and to develop suitable fire design rules.
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Major, Maciej, and Mariusz Kosiń. "Effect of Steel Framing for Securing Drywall Panels on Thermal and Humidity Parameters of the Outer Walls." Civil and Environmental Engineering 13, no. 2 (December 20, 2017): 86–91. http://dx.doi.org/10.1515/cee-2017-0011.

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Abstract The paper analyses the effect of steel framing used to secure drywall panels on thermal and humidity properties of outer walls. In the practice of building a light structure, the most popular components are steel and wood studs. They are used to obtain framing for building a wall (an outer wall in this study). Analysis presented in this study concerned the corner of the outer wall build using the technology of light steel framing. Computer simulation was used to perform thermal and humidity analysis for the joint of the outer wall.
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Sastare, Ms Sayali. "Seismic Behaviour of Steel Staggered Truss in Building." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (July 15, 2021): 725–31. http://dx.doi.org/10.22214/ijraset.2021.36450.

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In this study staggered-truss system (STS) is studied for structural steel framing for the multi-story and high-rise buildings. The staggered-truss systems (STS) consists of a series of story-high trusses spanning the total width between two rows of external columns and arranged in a staggered pattern on adjacent column lines. The system is known to be appropriate for use in residential buildings such as apartments, dormitory and hotels. The columns are located only on the external faces of the building. The large clear span and open areas can be created. The interaction of the floors, trusses, and columns makes the structure perform as a single unit, there by taking maximum advantage of the strength and rigidity of all the components simultaneously. Each component performs its particular function, totally dependent upon the others for its performance. These column free areas can be utilized for ballrooms, concourses and other large areas. The one added benefit of the staggered-truss framing system is that it is highly efficient for resistance to the lateral loading caused by wind and earthquake. The stiffness of the STS provides the desired drift control for wind and earthquake loadings. The staggered-truss framing system is one of the quickest available methods to use during winter construction. The floor system not only carries the direct vertical loads. In addition, It has to act as a diaphragm to transfer the horizontal shear forces between stories through truss diagonals. Because of this double use concept this system results in a lighter structure and provides more column-free space than a conventional beam-column framed structure.
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Khosakitchalert, Chavanont, Nobuyoshi Yabuki, and Tomohiro Fukuda. "Development of BIM-based quantity takeoff for light-gauge steel wall framing systems." Journal of Information Technology in Construction 25 (December 18, 2020): 522–44. http://dx.doi.org/10.36680/j.itcon.2020.030.

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Quantity takeoff based on building information modeling (BIM) is more reliable, accurate, and rapid than the traditional quantity takeoff approach. However, the quality of BIM models affects the quality of BIM-based quantity takeoff. Our research focuses on drywalls, which consist of wall framings and wall panels. If BIM models from the design phases do not contain wall framing models, contractors or sub-contractors cannot perform quantity takeoff for purchasing materials. Developing wall framing models under a tight schedule in the construction phase is time-consuming, cost-intensive, and error-prone. The increased geometries in a BIM model also slow down the software performance. Therefore, in this research, an automatic method is proposed for calculating quantities of wall framings from drywalls in a BIM model. Building elements that overlap with the drywalls are subtracted from the drywall surfaces before calculation. The quantities of wall framings are then embedded into the properties of drywall in the BIM model and hence they can be extracted directly from the BIM model. A prototype system is developed and the proposed method is validated in an actual construction project. The results of the case study showed that the prototype system took 282 s to deliver accurate quantities of wall framings with deviations of 0.11 to 0.30% when compared to a baseline, and the file size of the BIM model after applying the proposed method was increased very slightly from 47.0 MB to 47.1 MB. This research contributes to developing an approach for quantity takeoff of wall framings that are not present in a BIM model. Accurate quantities of wall framings can be obtained while the time and cost of developing wall framings for quantity takeoff can be saved. The proposed method does not increase the geometries in the BIM model; therefore, the file size of the model does not increase greatly, which stabilizes the software performance.
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Naqash, Muhammad Tayyab, Antonio Formisano, and Gianfranco De Matteis. "Aluminium Framing Members in Facades." Key Engineering Materials 710 (September 2016): 327–32. http://dx.doi.org/10.4028/www.scientific.net/kem.710.327.

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Curtain wall systems are considered as envelop of a building, generally made of a lightweight material such as aluminium. The curtain wall façade does not carry any weight from the building, rather it transfers loads that are incident upon it to the main building structure through connections with floors or columns. This paper addresses some key issues in satisfying the respective limit state design checks. Two mullion profiles 85mm and 125mm deep of three manufacturers are analysed showing that the different extrusions of mullion profiles does not have any drastic effect on its structural behavior. Due to the versatility and lightweight, aluminum has many advantages when used as a curtain wall framing material, but it has the distinct disadvantage of being three times more deformable than steel. Therefore, the fulfillment of serviceability limits is an important issue when designing the framing members, in order to avoid damage of connected glasses. Also, the importance of connections and steel insert are highlighted. Finally, some completed and in-progress ALUTEC projects with different curtain wall systems are presented. The paper is therefore interesting for the Façade Engineers involved in the design of curtain walls.
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Hwang, Seong Hoon, and Dimitrios G. Lignos. "Earthquake-Induced Collapse Risk and Loss Assessment of Steel Concentrically Braced Frames." Key Engineering Materials 763 (February 2018): 90–97. http://dx.doi.org/10.4028/www.scientific.net/kem.763.90.

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This paper quantifies the collapse risk and earthquake-induced losses for a wide range of archetype buildings with special concentrically braced frames (SCBFs). The collapse risk and expected economic losses associated with repair, demolition and collapse are computed based on a performance-based earthquake engineering framework developed within the Pacific Earthquake Engineering Research Center. It is shown that the collapse risk of the steel SCBF archetypes may be significantly overestimated when the influence of the gravity framing system on the lateral frame strength and stiffness is ignored. It is also found that the building-specific earthquake loss assessment is significantly overestimated at low probability of occurrence seismic events (i.e., 2% probability of occurrence in 50 years) when the gravity framing system is not modeled explicitly as part of the nonlinear building model. For frequent and design-basis seismic events (i.e., 50 and 10% probability of exceedance over 50 years of building life expectancy), acceleration-sensitive nonstructural component repairs govern the building losses regardless of the employed nonlinear building model representation. For the same seismic events, steel brace flexural buckling contributes to structural repair losses.
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Veljkovic, Milan, and Bernt Johansson. "Light steel framing for residential buildings." Thin-Walled Structures 44, no. 12 (December 2006): 1272–79. http://dx.doi.org/10.1016/j.tws.2007.01.006.

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Murtinho, Vitor, Helder Ferreira, António Correia, Lu&&nums Simões da Silva, Helena Gervásio, and Paulo Santos. "Architectural concept for multi-storey apartment building with light steel framing." Steel Construction 3, no. 3 (September 1, 2010): 163–68. http://dx.doi.org/10.1002/stco.201010023.

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Crevello, Gina, Irene Matteini, and Paul Noyce. "A novel approach to in-depth façade assessments: Improved corrosion test methods for embedded steel framing in historic masonry clad buildings." MATEC Web of Conferences 289 (2019): 07002. http://dx.doi.org/10.1051/matecconf/201928907002.

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Corrosion of structural steel frames and associated steel assemblies within ‘vintage’ buildings circa 1880s to 1930s pose a health and safety risk to the public in major urban centers. The projecting masonry elements pose a particular concern when the underlying steel assemblies and anchorage begin to corrode. Failed masonry has fallen from buildings, leading to death in worst case scenarios. While some signs of masonry cracking or displacement are usually visible prior to failure, the level of degradation of the embedded steel is not. With the equipment available to test these unforeseen conditions, methodologies need to be shifted to understand unobservable conditions to assist in condition state ratings of embedded steel. In many cities, building owners are being faced with large expenditures to strip and replace terra cotta or stone elements where the underlying steel is in fair condition. This paper will discuss the field-testing programs where a building elevations' masonry clad, steel assemblies (outriggers, anchorage and cross bracing) were evaluated for corrosion. The testing program assessed various steel components which either projected from the structure or were embedded at great depth with a bespoke, in-depth advanced testing program geared towards the development of condition state ratings for the façade elements.
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Del Carpio R., Maikol, Gilberto Mosqueda, and Dimitrios G. Lignos. "Experimental investigation of steel building gravity framing systems under strong earthquake shaking." Soil Dynamics and Earthquake Engineering 116 (January 2019): 230–41. http://dx.doi.org/10.1016/j.soildyn.2018.10.017.

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Dissertations / Theses on the topic "Steel framing in building"

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Medina, Ricardo A. Krawinkler Helmut. "Seismic demands for nondeteriorating frame structures and their dependence on ground motions /." Berkeley : Pacific Earthquake Engineering Research Center, 2004. http://peer.berkeley.edu/publications.

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Originally published as first author's thesis.
"May 2004." "John A. Blume Earthquake Engineering Center, Dept. of Civil & Environmental Engineering, Stanford University." Includes bibliographical references.
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Green, Travis P. "Behavior of full-scale partially-restrained beam-to-column T-stubn and shear tab connections under cyclic loading." Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/20720.

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Gad, Emad F. "Performance of brick-veneer steel-framed domestic structures under earthquake loading /." Connect to thesis, 1997. http://eprints.unimelb.edu.au/archive/00003001.

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Alemdar, Bulent Nedim. "Distributed plasticity analysis of steel building structural systems." Diss., Georgia Institute of Technology, 2001. http://hdl.handle.net/1853/22220.

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Jobe, Jeffrey M. "Blast resistant forced entrty [sic] steel stud wall design." Diss., Columbia, Mo. : University of Missouri-Columbia, 2005. http://hdl.handle.net/10355/5850.

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Thesis (M.S.)--University of Missouri-Columbia, 2005.
The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file viewed on (January 23, 2007) Includes bibliographical references.
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Terim, Belgin Çıkış Şeniz. "A study on "temporary post disaster housing unit" constructed with -light gauge steelframing-(LGSF) system/." [s.l.]: [s.n.], 2004. http://library.iyte.edu.tr/tezler/master/mimarlik/T000480.pdf.

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Fallah, M. H. "The potential use of lightweight steel framing for residential building construction in Iran." Thesis, University of Sheffield, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.392924.

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Bergsten, Susan. "Industrialised building systems : vertical extension of existing buildings by use of light gauge steel framing systems and 4D CAD tools." Licentiate thesis, Luleå, 2005. http://epubl.luth.se/1402-1757/2005/23.

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Cook, Jason A. (Jason Andrew). "Structural steel framing options for mid- and high rise buildings." Thesis, Massachusetts Institute of Technology, 2006. http://hdl.handle.net/1721.1/34634.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2006.
Includes bibliographical references.
Selecting a structural system for a building is a complex, multidisciplinary process. No design project is the same; however, there are certain criteria that are commonly true in the initial phase of evaluating different structural schemes. These criteria encompass all aspects of a full, functioning building, forcing the design team to be creative in their approach of satisfying all facets. An investigation was carried out for several structural steel framing options available to designers. The schemes describe how each successfully resist lateral loads explaining the advantages and disadvantages of each. Many of the structural design tools available for initial structural system evaluation are strength based. The demand for cheaper, more efficient and taller structures has paved the way for performance based design. A simple cantilever beam performance based analysis was utilized to evaluate three common structural framing schemes in order to gain a better understanding of the performance of each. Results give recommendations for efficient structural solutions for proposed buildings as a function of height.
by Jason A. Cook.
M.Eng.
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Al-Azzawi, Hosam Abdullah. "Strength Tuned Steel Eccentric Braced Frames." PDXScholar, 2019. https://pdxscholar.library.pdx.edu/open_access_etds/4981.

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The primary component in eccentrically braced frames (EBF) is the link as its plastic strength controls the design of the frame as well as the entire building within which it is installed. EBFs are the first part of building design and every other component is sized based on the forces developed in the link. Oversized link elements lead to the use of unnecessary materials and can increase construction costs. Additionally, the advantages of using a continuous member of the same depth for both the link and the controller beam (in terms of the cost and the time) motivates researchers to find a way to control the link strength in conventional EBFs. Previous studies on the link-to-column connections in EBF have shown that the links are likely to fail before reaching the required rotation due to fractures at low drift level. Moreover, improving the strength of the links in EBF depends primarily on their ability to achieve target inelastic deformation and to provide high ductility during earthquakes. Therefore, in this study, the concept of tuned link strength properties in EBF, T-EBF, is experimentally introduced as a solution to improve the performance of the link in conventional EBF by cutting out an opening in the link web. Furthermore, a new brace-to-link connection is proposed to bolt the brace member with the link in contrast to the conventional method of welding them. This new idea in continuous beam design was investigated to verify the stability of the tuned eccentrically braced frame, either welded or bolted, with a bracing member. A total of four full-scale cyclic tests were conducted to study the ability of T-EBF to achieve inelastic deformation. The specimens have two different cross sections: W18x76 and W16x67, two different sections where the brace was welded to the link, and two other specimens at different sections where the brace was bolted to the link were examined. The experimental results indicate that the link in T-EBF can achieve high rotation, exceeding 0.15 rad, and an overstrength factor equal to 1.5. Failure involved included web buckling at very high rotation. The T-EBF displayed a very good, non-replaceable ductile link. The experiments were followed by an isotropic kinematic-combined hardening model in the finite element analyses (FEA). The FEA analysis is developed to predict the effect of web opening configuration on the local section stresses and strains and global characteristics of the frame. FEA exhibits good agreement with the experimental results and can capture the inelastic buckling behavior of the sections. The link configuration parameters of the T-EBF were studied extensively on a W18x76 shear link subjected to the 2016 AISC seismic design provisions loading protocol (ANSI/AISC 341-16, 2016). The parametric study also included the performance of a range of wide flange sections. The analysis shows that the reduced web section has effect on the plastic strain in which low plastic strain observed near ends and connections and high at the center of the web. Results also demonstrate that if the shear link is appropriately sized with web opening and intermediate web stiffeners provided, an excellent shear link with high ductility under cyclic loads can be obtained. Changing the configuration of the opening cutout also had a significant effect on reducing the transition zone cracks.
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Books on the topic "Steel framing in building"

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Residential steel framing handbook. New York: McGraw Hill, 1996.

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Wexler, Neil. Staggered truss framing systems. Chicago, IL: American Institute of Steel Construction, 2001.

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Ruddy, John L. Fire resistance of structural steel framing. Chicago, IL: American Institute of Steel Construction, 2003.

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Clark, Ray. Commercial metal stud framing. Carlsbad, CA: Craftsman Book, 1999.

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Construction of structural steel building frames. Malabar, Fla: R.E. Krieger Pub. Co., 1987.

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Waite, Timothy J. Steel-frame house construction. Carlsbad, CA: Craftsman Book Co., 2000.

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Buccino, Gianpaolo. L'acciaio: Elementi strutturali e particolari costruttivi. Roma: Librerie Dedalo, 2001.

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Trebilcock, Peter. Architectural design in steel. London: Spon Press, 2004.

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M, Lawson R., ed. Architectural design in steel. New York: Spon Press, 2003.

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American Society for Testing and Materials. ASTM standards related to cold-formed steel framing. West Conshohocken, PA: ASTM International, 2007.

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Book chapters on the topic "Steel framing in building"

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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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Pérez Caldentey, Alejandro, John Hewitt, John van Rooyen, Graziano Leoni, Gianluca Ranzi, and Raymond Ian Gilbert. "Case studies considering the influence of the time-dependent behaviour of concrete on the serviceability limit state design of composite steel-concrete buildings." In Time-dependent behaviour and design of composite steel-concrete structures, 137–56. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.ch7.

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<p>This chapter presents a number of case studies that deal with the service design of composite steel-concrete buildings associated with the time-dependent behaviour of the concrete. The particular focus of this chapter is to outline key design aspects that need to be accounted for in design and that are influenced by concrete time effects. The first case study provides an overview of the design considerations related to the time-dependent column shortening in typical multi-storey buildings by considering the layout of the Intesa Sanpaolo Headquarters in Turin as reference. The second case study focuses on a composite floor of a commercial building constructed in Australia and it provides an overview of the conceptual design used to select the steel beam framing arrangement to support the composite floor system while accounting for concrete cracking and time effects. The third case study deals with the Quay Quarter Tower that has been designed for the repurposing of an existing 50-year old building in Australia while accounting for the time-dependent interaction between the existing and the new concrete components of the building.</p>
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Hicks, John. "Framing the Walls." In Building a Roll-Off Roof Observatory, 1–11. New York, NY: Springer New York, 2008. http://dx.doi.org/10.1007/978-0-387-76611-9_6.

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Hicks, John. "Framing the Roof." In Building a Roll-Off Roof Observatory, 1–9. New York, NY: Springer New York, 2008. http://dx.doi.org/10.1007/978-0-387-76611-9_9.

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Eickelberg, Anja. "Framing, Fighting and Coalitional Building." In Campaigning for “Education for All”, 101–19. Rotterdam: SensePublishers, 2012. http://dx.doi.org/10.1007/978-94-6091-879-7_7.

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Hicks, John. "Framing the Gantry Section." In Building a Roll-Off Roof Observatory, 1–3. New York, NY: Springer New York, 2008. http://dx.doi.org/10.1007/978-0-387-76611-9_7.

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Son, Lee How, and George C. S. Yuen. "Steel and Other Metals." In Building Maintenance Technology, 222–47. London: Macmillan Education UK, 1993. http://dx.doi.org/10.1007/978-1-349-23150-8_10.

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Chudley, Roy, Roger Greeno, and Karl Kovac. "Steel Framed Buildings." In Chudley and Greeno’s Building Construction Handbook, 465–82. 12th edition. | Abingdon, Oxon ; New York, NY : Routledge, 2019.: Routledge, 2020. http://dx.doi.org/10.1201/9780429027130-14.

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Sharpe, Justin, Åsa Gerger Swartling, Mark Pelling, and Lucy Pearson. "Social Learning and Resilience Building in the emBRACE Framework." In Framing Community Disaster Resilience, 43–59. Chichester, UK: John Wiley & Sons, Ltd, 2018. http://dx.doi.org/10.1002/9781119166047.ch4.

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Hicks, John. "Application of Steel Roofing." In Building a Roll-Off Roof Observatory, 1–4. New York, NY: Springer New York, 2008. http://dx.doi.org/10.1007/978-0-387-76611-9_10.

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Conference papers on the topic "Steel framing in building"

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Cortes, G., J. Liu, and T. Francisco. "Framing Strategies for Robustness in Steel Buildings." In Structures Congress 2015. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479117.095.

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Erdem, Ibrahim, and David B. Peraza. "A Case Study on the Partial Collapse of a Building with a Light Gage Steel Framing System." In Seventh Congress on Forensic Engineering. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479711.032.

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Reynolds, Thomas. "The Krause Gateway Center." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2559.

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<p>The selection of a building superstructure framing is the result of many different factors. There are cost, constructability and physical constraints that govern a designer’s ability to utilize a particular material when laying out the framing for a new structure. The ability to achieve an architect’s and owners vision has to be woven into this decision-making process as well. The Krause Gateway Center in Des Moines Iowa</p><p>represented challenges that were not easily solved with one material or something previously seen in an office building. The plan layout, the extreme cantilevers and other geometric constraints demanded materials and options that are flexible and provide the opportunity to be built and modified in ways not</p><p>typically seen. Structural steel framing (after many rounds of test fits and studies of post tensioned concrete and other precast ides) was chosen for its ability to be built and designed to meet the needs of the building in ways other materials could not.</p>
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Pendleton, Ian. "NHNY Via Verde – A New Design Standard For Affordable Housing." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0271.

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<p>NHNY Via Verde is a global model of sustainable housing development. Located in a Bronx brownfield, the 294,000 SF structure contains 222 residential units with 40,000 SF of green roofs and open space. Cascading buildings surrounding a central courtyard consists of a 21 story tower, 16- to 7-story midrise and 5 to 3-story low-rise. Interconnected, accessible green roofs provide continuous access from the courtyard to 12<span>th</span> level roof: the “via verde” or “green way”. Primary structure consists of cast-in-place concrete at the tower and concrete masonry bearing walls with precast concrete plank at mid- and low-rises. These conventional materials are arranged in unconventional ways to maximize efficiency, generating the architectural unit layout from optimal plank spans and eliminating façade bearing walls for prefabricated façades with sunshades and balconies. Secondary structural steel framing supports low rise storefronts, extensive roof PV panel arrays and a rainwater catchment system. Fly ash replacement was maximized in all concrete, and the time effect on strength gain was managed in construction. The large building volume required internal building separations with three independent structures engineered for drift compatibility. Foundation pile capacities vary to optimize efficiency to wide-ranging building heights.</p>
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Cleary, Andrew, Edward M. DePaola, and Christopher R. Horch. "One Vanderbilt: Unprecedented Project Delivery Through Integrated Innovation." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1851.

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<p>One Vanderbilt Avenue, currently under construction in midtown Manhattan, will be one of the tallest buildings in New York. By collaborating with the construction teams in the early stages of the design, the foundations and the superstructure were able to proceed well in advance of a typical project. For example, the structural steel was erected to the 6th floor, was fabricated to the 32nd Floor, and the shop drawings were checked up to the 45th floor on the day that the 100% Construction Documents were issued.</p><p>The structural steel frame was designed so that its core columns only carried 12 levels of framing and construction loads during the tower’s erection. A concrete shear wall system followed the steel framing, permitting the steel erection to proceed without regard to the concrete operations. When complete, the project will stand 1,401 feet tall and contain 26,000 tons of structural steel, and 93,000 cubic yards of concrete.</p><p>The presentation focuses on the challenges and technological requirements for vertical construction in dense urban environments. It explains the amount of detail, thought, and knowledge of construction that must happen earlier in the design process and the participants will appreciate how the fast‐track process can be applied to complex architectural, mechanical and structural designs.</p><p>It describes the integration of design team parametric modelling with the construction process early in the design schedule. Fast‐track projects with complex designs like One Vanderbilt can be successfully completed by understanding and integrating an IPD process, even with competing objectives. The presentation discusses the challenges and technological requirements for vertical construction in dense urban environments, including the importance of direct links to mass transportation.</p><p>This type of team structure is the future of the industry, and One Vanderbilt is the first of its kind to illustrate how innovative design ambitions are being realized through the use of increasingly refined and advanced technology.</p>
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Lavon, Benjamin, and Pericles C. Stivaros. "Structural Steel Framing Failures — What Went Wrong?" In Structures Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)237.

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Silva, Cássia Fernanda Borges Da, Diego Mendonça Tormim Soares, Eduardo Lorenti Simoni, Gustavo Eurípedes de Lima, Jéssica Cristina Barboza, João Paulo Costa Manita, Thiago Mendes Ferreira, and Carolina Oliveira Pinto. "Custo-benefício do sistema construtivo Steel Framing." In 8º Encontro de Tecnologia: Empreendedorismo, Inovação e Sustentabilidade. São Paulo: Editora Edgard Blücher, 2015. http://dx.doi.org/10.5151/biochem-8entec-006.

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Silva, Cássia Fernanda Borges Da, Diego Mendonça Tormim Soares, Eduardo Lorenti Simoni, Gustavo Eurípedes De Lima, Jéssica Cristina Barboza, João Paulo Costa Manita, Thiago Mendes Ferreira, and Carolina Oliveira Pinto. "Custo-benefício do sistema construtivo Steel Framing." In 8º Encontro de Tecnologia: Empreendedorismo, Inovação e Sustentabilidade. São Paulo: Editora Edgard Blücher, 2015. http://dx.doi.org/10.5151/biochem-8entec-019.

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Popovic, Predrag L. "Structural Failures at Concrete-Steel Framing Connections." In Second Forensic Engineering Congress. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40482(280)54.

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Peraza, David B. "Failures of Light Gage Steel Structural Framing." In Sixth Congress on Forensic Engineering. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412640.120.

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Reports on the topic "Steel framing in building"

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Nader R. Elhajj. AISI/DOE Technology Roadmap Program: Development of Cost-effective, Energy-efficient Steel Framing. Office of Scientific and Technical Information (OSTI), January 2003. http://dx.doi.org/10.2172/807633.

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Speicher, Matthew S., Ivana Olivares, and Benjamin W. Schafer. Seismic Evaluation of a 2-Story Cold-Formed Steel Framed Building using ASCE 41-17. National Institute of Standards and Technology, September 2020. http://dx.doi.org/10.6028/nist.tn.2116.

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Murray, M. E., and M. S. Uziel. Results of the radiological survey at the New Betatron Building, Granite City Steel facility, Granite City, Illinois (GSG002). Office of Scientific and Technical Information (OSTI), January 1992. http://dx.doi.org/10.2172/5605949.

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Habert, Guillaume, and Francesco Pittau. Joint synthesis “Sustainable Concrete Structures” of the NRP “Energy”. Swiss National Science Foundation (SNSF), February 2020. http://dx.doi.org/10.46446/publication_nrp70_nrp71.2020.5.en.

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Abstract:
All structures in Switzerland - that is, all buildings, roads, infrastructure constructions and so on - consume over their entire life cycle around 50 % of Switzerland's final energy requirement. They are also responsible for around 30 % of emissions of the greenhouse gas CO2. In recent decades, the energy requirements and CO2 emissions resulting from the use of such structures have fallen sharply. However, the grey energy contained within the structures as well as the CO2 emissions associated with the construction, renovation and demolition of buildings, remain high. There is great potential for improvement here. The joint project “Low energy concrete” provides an important basis for transforming the construction industry into a sustainable sector. It primarily focuses on the building material concrete, which is responsible for an especially high amount of grey energy and significant CO2 emissions. The results of this joint project are summarised and interpreted in this synthesis on “Sustainable Concrete Structures”. The chief objectives of the joint project were as follows: CO2 emissions and grey energy are reduced by drastically decreasing the amount of clinker in the cement. Grey energy is reduced by replacing reinforcing and prestressing steel in concrete structures with wood and plastic. The service life of the structures is extended by professional monitoring and adequate renovation measures; this reduces the average annual grey energy and CO2 emissions. The research work shows that the CO2 emissions caused by concrete and concrete structures can be reduced by a factor of 4, while the bound grey energy can be decreased by a factor of 3.
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Laborer electrocuted when antenna on top of steel pole building contacts 14400-volt energized line. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, December 2003. http://dx.doi.org/10.26616/nioshsface02mi208.

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A fitter working for a steel building manufacturer in Texas, died when a 7,800 pound rafter fell on him. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, February 1999. http://dx.doi.org/10.26616/nioshsface98tx254.

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Iron worker dies in fall from a roof support to the concrete floor of a framed structural steel building. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, April 1993. http://dx.doi.org/10.26616/nioshsface93in103.

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NUMERICAL STUDIES ON THE SEISMIC BEHAVIOUR OF A PREFABRICATED MULTI-STOREY MODULAR STEEL BUILDING WITH NEW-TYPE BOLTED JOINTS. The Hong Kong Institute of Steel Construction, March 2021. http://dx.doi.org/10.18057/ijasc.2021.17.1.1.

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