Relevant bibliographies by topics / Steelwork

Academic literature on the topic 'Steelwork'

Author: Grafiati
Published: 4 June 2021
Last updated: 29 July 2024

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Journal articles on the topic "Steelwork"

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Холодняк Ю.С., Подлєсний С.В., Капорович С.В., and Коротенко Є.Д. "ON APPLICATION OF A SIMPLIFIED TWO-DIMENSIONAL MODEL OF FORCED OSCILLATIONS TO THE POWER ANALYSIS OF FLAT STEELWORKS." Перспективні технології та прилади, no. 15 (January 29, 2020): 109–19. http://dx.doi.org/10.36910/6775-2313-5352-2019-15-16.

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Abstract. An analysis of existing methods of power calculation of steelworks under the influence of forced oscillations is performed. When considering the forced oscillations of flat steelworks, two-dimensional models are used, which are complex for wide practical use. Their implementation requires in-depth mathematical training and complex computational tools. The aim of this work is to develop a simplified two-dimensional mathematical model of forced oscillations of flat steelworks with following use of this model in power calculations. The mathematical model proposed in this paper describes oscillations of a weightless steelwork with a point mass of simultaneous action in vertical and horizontal harmonic disturbing forces acting on them. The model is based on the method of forces, establishes a link between the movements of the steelworks and the forces that act on them. Together with the model the dependences for calculating the resonant frequencies of the oscillatory system are obtained. The performed developments allow to determine the dynamic characteristics of the oscillatory process and to calculate a steelwork strength, stiffness and stability.
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Jakubowski, Jacek, and Przemysław Fiołek. "Evaluation of Stiffness and Dynamic Properties of a Mine Shaft Steelwork Structure through In Situ Tests and Numerical Simulations." Energies 14, no. 3 (January 28, 2021): 664. http://dx.doi.org/10.3390/en14030664.

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A mine shaft steelwork is a three-dimensional frame that directs the vertical motion of conveyances in mine shafts. Here, we conduct field and numerical investigations on the stiffness and dynamic properties of these structures. Based on the design documentation of the shaft, materials data, and site inspection, the steelwork’s finite element model, featuring material and geometric non-linearities, was developed in Abaqus. Static load tests of steelwork were carried out in an underground mine shaft. Numerical simulations reflecting the load test conditions showed strong agreement with the in situ measurements. The validated numerical model was used to assess the dynamic characteristics of the structure. Dynamic linear and non-linear analyses delivered the natural frequencies, mode shapes, and structural response to dynamic loads. The current practices and regulations regarding shaft steelwork design and maintenance do not account for the stiffness of guide-to-bunton connections and disregard dynamic factors. Our experimental and numerical investigations show that these connections provide considerable stiffness, which leads to the redistribution and reduction in bending moments and increased stiffness of the construction. The results also show a high dynamic amplification factor. The omission of these features implicates an incorrect assessment of the design loads and can lead to over- or under-sized structures and ultimately to shortened design working life or failure.
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Li, Hai Ying, Hua Liang Wu, Xiao Hong Chen, and Sheng Jian Xie. "Dynamic Analysis of Steelwork of the Small Capacity and Economic Mechanical Parking System." Applied Mechanics and Materials 252 (December 2012): 158–61. http://dx.doi.org/10.4028/www.scientific.net/amm.252.158.

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By using finite element software, the paper establishes the steelwork analysis model of the small capacity and economic mechanical parking system and provides the modal analysis of steelwork in both cases of no-load and full load. In this paper, it provides a theoretical basis for the design of mechanical parking system steelwork.
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Harding, J. E. "Structural steelwork connections." Journal of Constructional Steel Research 15, no. 3 (January 1990): 250–51. http://dx.doi.org/10.1016/0143-974x(90)90073-p.

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Morris, Glen. "Structural steelwork connections." Canadian Journal of Civil Engineering 18, no. 1 (February 1, 1991): 160–61. http://dx.doi.org/10.1139/l91-020.

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Wolny, Stanisław. "Parametric vibrations in mechanical systems on the example of a mining hoist installation." MATEC Web of Conferences 285 (2019): 00023. http://dx.doi.org/10.1051/matecconf/201928500023.

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This study summarises the research efforts undertaken to establish how variable stiffness of shaft steelwork should affect the amplitudes of horizontal displacements of selected components of a conveyance (skip head and skip bottom frame). Most studies investigating the dynamic behaviour of conveyances travelling in the shaft rely on a simplifying assumption whereby the shaft steelwork stiffness is taken to be constant, despite its cyclic variations. This simplification vastly facilitates further dynamic analyses, yet it is necessary to establish which parameters of the shaft steelwork behaviour should be affected, in the context of stiffness in the guiding systems. With regard to parameters of typical hoist installations currently operated in Polish collieries, the study demonstrates that the approach whereby the variable shaft steelwork and its impacts on amplitudes of horizontal displacements of selected components of a conveyance (skip head or bottom frame) should be omitted in the analysis of the hoist dynamics is fully justified and merited in practical applications.
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Drzewosz, Agata, and Stanisław Wolny. "The Problem of Stability in Mechanical Systems Using the Example of Mine Hoist Installations." Applied Sciences 14, no. 15 (July 24, 2024): 6472. http://dx.doi.org/10.3390/app14156472.

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Investigating the influence of varying shaft steelwork stiffness on the stability of horizontal mass displacements, which are crucial elements of a conveyance-shaft steelwork system, is a significant step in evaluating the risk of parametric vibrations in steel constructions. While the Rayleigh method is limited to the first approximation in the solution to this analysis, it still provides valuable insights. Our examination indicates that the impact of a varying shaft steelwork system may not be noticeable in practical applications. This is a significant finding, as it suggests that the impact of varying stiffness in real working objects may be ignored, because the increase in the parametric resonance effects is negligible. This underscores the importance of our research in understanding the stability of steel constructions. This research, which involves theoretical analysis, simplifies the dynamic analysis of the conveyance-shaft steelwork system’s behavior. The result of the performed analysis is a valuable equation for predicting stable work in real hoist installations.
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Formisano, Antonio, and Antonio Davino. "Non-Linear Analysis and Retrofitting by Steelwork of a Precast RC Warehouse." Buildings 12, no. 9 (September 1, 2022): 1350. http://dx.doi.org/10.3390/buildings12091350.

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Seismic upgrading and retrofitting of existing constructions is a pressing need for designers and researchers. The necessity of efficient seismic upgrading/retrofitting techniques is, therefore, required in seismic-prone countries, such as Italy. In this framework, steelwork has clearly shown many advantageous applications in the last century. Nonetheless, if compared to other different technologies, steelwork is still limited for consolidation purposes. Moreover, the wide damage provoked by earthquakes to industrial buildings have induced scientific research to investigate the seismic vulnerability of such constructions much more. In the current study, the attention has been, therefore, focused on the use of steelwork systems as anti-seismic intervention techniques from a precast RC industrial warehouse hit by the 2012 Northern Italy earthquakes. Besides the usefulness of steelwork in implementing reliable techniques against earthquakes, the paper has the aim of discussing the different seismic behaviour of the building deriving from dissimilar beam-to-column joint types obtained using steelwork interventions. Other than the widely diffused static scheme with hinges, other types of joints (semi-rigid and rigid), along with the presence of a rigid roof, have been investigated, and the different seismic risk indicators derived from these static schemes have been achieved, highlighting the case of the best seismic behaviour of the warehouse. Finally, the effectiveness of local steel interventions in improving the efficient global response of the building has also been highlighted.
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Harding, J. E. "Structural steelwork for students." Journal of Constructional Steel Research 12, no. 3-4 (January 1989): 301–2. http://dx.doi.org/10.1016/0143-974x(89)90061-8.

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Mills, Robert. "Holbein Gardens: delivering a low-carbon structure with reclaimed steel." Structural Engineer 101, no. 3 (March 1, 2023): 30–36. http://dx.doi.org/10.56330/crpp8446.

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Holbein Gardens is an office redevelopment project in London being delivered within the UKGBC’s net-zero carbon buildings framework. The project involves the refurbishment of a 1980s concrete-framed building and construction of a one-storey vertical extension. This article describes the design team's approach to minimising the embodied carbon of the project, with a particular focus on the use of reclaimed steel. The article discusses several considerations relating to the reuse of steelwork, including sourcing, design challenges, testing and insurance, and aesthetics. The use of 25t of reclaimed steel on the project is estimated to have saved 35t of carbon compared with new steelwork. An average figure of 0.3kgCO2e/kg (stages A1–A5) has been calculated for the reused steelwork, helping to deliver an overall figure of just 65kgCO2e/m2 for the structural embodied carbon of the building (excluding the facade).
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Dissertations / Theses on the topic "Steelwork"

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Mahfouz, S. Y. "Design optimization of structural steelwork." Thesis, University of Bradford, 1999. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.534650.

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Horkeby, Filip, and Melanie Larsson. "Quality Assurance of Pressure Equipment Materials and Steelwork." Thesis, Linköpings universitet, Kommunikations- och transportsystem, 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-127336.

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Kvalitetskraven i samhället blir allt högre och det blir allt tuffare för producenterna att hålla de kvalitetskrav som krävs av kund, men också att uppnå de kvalitetsdirektiv som finns i EU idag. Det finns idag en mängd olika definitioner på vad kvalitet är och hur kvaliteten ska uppnås. EU kräver att alla produkter ska ha CE-märkning, vilket är en försäkring om att produkterna håller den kvalitet som definierad av EU’s lagstiftning. För att möta de krav som finns på kvalitet idag undersöker Siemens Industrial Turbomachinery AB om deras leverantörer följer de direktiv som krävs för tryckbärande anordningar. För att materialen i de tryckbärande anordningarna ska vara godkända krävs det att ståltillverkaren är godkänd för tillverkningen. Ståltillverkaren ska kunna bekräfta godkännandet genom att uppvisa ett så kallat PED certifikat (Pressure Equipment Directive, 97/23/EC).
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Hindi, Waleed A. "Behaviour and design of stiffened compression flanges of steel box girder bridges." Thesis, University of Surrey, 1991. http://epubs.surrey.ac.uk/843763/.

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The objective of the work reported in this thesis is to study the behaviour of stiffened compression flanges of steel box girder bridges. Various collapse modes and many different parameters that effect the behaviour of the stiffened panels which make up the flanges have been considered. In order to achieve this, a series of three parametric studies have been carried out using a finite element package (LUSAS), which allows for both material and geometric non-linearities. The aim of the work was, in the main, to provide a datum for assessing design recommendations being prepared for the ECCS (European Convention for Constructional Steelwork), and to help in their development. The recommendations were developed as part of this research programme. The first parametric study looked at a range of isolated stiffened panels subjected to uniform uniaxial compression, representing the compression flange of a box girder subjected to pure moment. This validated the basic requirements within the recommendations for the strength of longitudinally stiffened flange panels. The second study was aimed at examining the effect of the shear flexibility of the flange of a girder loaded by vertical shear. In order to study the influence of this flexibility which results in a lag in stresses across the box width relative to the edges (shear lag), finite element results were generated for panels loaded along their longitudinal edges by in-plane uniform shear stress. A new model has been established from these results to predict the effect of shear lag. The model consists of two equations. The first is concerned with the prediction of the elastic shear lag effective breadth ratio while the second is concerned with the effect of shear lag at collapse. The latter is substantially different because of the ability for plastic redistribution of direct stress to occur across the flange prior to collapse. Finally, a third study looked at the forces on, and the behaviour of the cross-frames in orthogonally stiffened flanges. The results of the study showed that the flange applied a more complex lateral load distribution to these stiffeners than currently considered in design practice with, for some parameters, substantially higher load levels than required in the strength requirement of the British code for the design of bridges. A modification is proposed to the rules to provide transverse stiffeners which satisfy both stiffness and strength considerations.
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劉光磊 and Guanglei Liu. "Modelling of cold rolling textures in mild steel." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1998. http://hub.hku.hk/bib/B31237435.

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Liu, Guanglei. "Modelling of cold rolling textures in mild steel /." Hong Kong : University of Hong Kong, 1998. http://sunzi.lib.hku.hk/hkuto/record.jsp?B19712790.

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Bahrami, Mohammad. "Behaviour of beam-to-column end plate connections in structural steelwork." Thesis, University of Abertay Dundee, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.304312.

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Zhou, Li. "Machining chip breaking prediction with grooved inserts in steel turning." Link to electronic thesis, 2001. http://www.wpi.edu/Pubs/ETD/Available/etd-0109102-140803.

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Butterworth, James William. "Bolt Force Distribution In Structural Steelwork Extended End Plate Beam-To-Column Connections." Thesis, Teesside University, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.518724.

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Wang, Zhi Min. "Behaviour of unstiffened flush end plate beam-to-column connections in structural steelwork." Thesis, Abertay University, 1996. https://rke.abertay.ac.uk/en/studentTheses/a829d377-ad70-47d0-b94e-17da407ea3ae.

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End plate connections are extensively used as moment resistant connections between members in steel frame. Surveys of the English and Scottish Steelwork Industry clearly indicate that the flush end plate connection is the most popular type of beam-to-column connection in steel-framed structures. The popularity of this connection can be attributed to the simplicity of the connection detail and economy associated with their fabrication and erection. Flush end plate connection is less rigid and has a lower moment capacity than that of an extended end plate connection. If a rigid joint is aimed extended end plate connection should be used, whereas if a semi-rigid joint is needed flush end plate can be employed. The main objectives of this project were to carry out in-depth investigation of the behaviour of this type of connection by applying finite element technique and experimental means. A three dimensional finite element prediction model of the unstiffened flush end plate beam-to-column connection was developed. Six full scale tests were conducted and the results were analysed. Comparison between analytical and experimental results was made. The analytical investigation into the contribution of the various connection components toward the moment rotation characteristics was carried out. The investigation of bolt force and prying force were also carried out. Comparison between analytical, experimental results and the results obtained by applying the design rules of Eurocode 3 was made. By comparing the experimental results with the analytical results using finite element method, it was found that the finite element method was quite capable of tackling the complex problem of flush end plate connections. Finite element computer models can be used to simulate structural behaviour of the connections, which can be useful to the design of the connections. By comparing the results of the tests, finite element analyses and the design rules of Eurocode 3, it was found that the Annex J of Eurocode 3 significantly underestimated the moment resistance capacity of many joints and appear to predict the failure type incorrectly. Recommendations on future work on column web buckling, the effect of bolt heads and nuts, the sectional fillets and the effect of welding are also made which should be carried out before a comprehensive design procedure could be developed.
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Kadhim, Majid. "Dynamic response of structural steel elements post-strengthened with CFRP." Thesis, University of Manchester, 2017. https://www.research.manchester.ac.uk/portal/en/theses/dynamic-response-of-structural-steel-elements-poststrengthened-with-cfrp(6e71c4d5-0bc5-4274-bd84-f99b0c966bb1).html.

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Structural elements in buildings and civil engineering infrastructure can often be vulnerable to various kinds of impact actions during their service life. These actions could result from various sources e.g. collision of vehicles, ships and vessels or falling masses in industrial buildings. Since, for various reasons, such accidental actions have not always been considered in the existing engineering design of buildings and civil engineering structures such as bridges etc., investigation of effective structural strengthening techniques is justified. As fibre reinforced polymer (FRP) composites have commonly been employed efficiently to strengthen steel members against static and fatigue loads, examining the FRP strengthening technique to enhance structural steelwork in impact situations is the main focus of this study. The research aims to experimentally investigate the dynamic behavioural response of axially loaded steel columns and steel beams strengthened with various carbon fibre reinforced polymer (CFRP) configurations. To achieve this goal, a series of experimental tests was implemented including testing a number of CFRP strengthened and unstrengthened steel beams and columns under static and impact loads. The experimental results show that CFRP can improve the global and local behaviour of steel members subjected to impact loads. This improvement varied depending on the CFRP configuration, the amount of CFRP and the pre-existing axial load value in the member. In order to examine all the parameters that can affect the dynamic behaviour of CFRP strengthened steel members in addition to those not included in the experimental programme, a comprehensive numerical simulation of the experimental work was carried out using a validated finite element model. Afterwards, an extensive parametric study was conducted to provide a comprehensive understanding of the behaviour of CFRP strengthened steel members subjected to impact load. The simulation results illustrate that the effectiveness of CFRP increases with high impact energies. The parametric study results have also revealed that the configurations and distributions of CFRP have a major influence on the effectiveness of the reinforcement. A detailed numerical assessment has also been performed to find the CFRP effectiveness when applied to full-scale steel columns. It has been found that strengthening with CFRP in practical quantities and configurations could prevent steel columns from failure under transverse impact loading. The strengthening effectiveness was found to be dependent on boundary conditions, impact velocity, impact mass, impact location, preloading level, impact direction, CFRP configuration, and the length and thickness of the CFRP. Based on the results obtained from the full-scale simulation, it has been found that the CFRP strengthening technique can be used efficiently and effectively at the scale of elements common in everyday building and infrastructure. This study also provides a useful database for different kinds of strengthening configurations, impact velocities and masses, boundary conditions, etc.
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Books on the topic "Steelwork"

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Sorrentino, Gilbert. Steelwork. Elmwood Park, IL: Dalkey Archive Press, 1992.

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Humphreys, K. Structural steelwork connections. London: North East London Polytechnic, 1985.

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R, Plum D., ed. Structural steelwork design. New York: Nichols, 1988.

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H, Deacon D., ed. Steelwork corrosion control. 2nd ed. London: Spon, 2002.

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Taggart, R. Structural steelwork fabrication. Redcar: British Steel, General Steels, 1986.

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Association, Galvanizers. Steelwork protection guide. London: Galvanizers Association, 1987.

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Ratios, ICC Business, ed. Constructional steelwork manufacturers. London: ICC Business Ratios, 1987.

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Ratios, ICC Business, ed. Constructional steelwork manufacturers. Hampton: ICC Business Ratios, 1989.

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Group, ICC Information, ed. Constructional steelwork manufacturers. Hampton: ICC Information Group, 1994.

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A, Chandler Kenneth, and Chandler Kenneth A, eds. Steelwork corrosion control. London: Elsevier Applied Science, 1991.

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Book chapters on the topic "Steelwork"

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Rushton, John. "Steelwork." In Structural Design of Buildings: Elemental Design, 23–76. Leeds: Emerald Publishing Limited, 2024. http://dx.doi.org/10.1680/978-1-83549-572-820241002.

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Newton, Peter H. "Structural Steelwork." In Structural Detailing, 16–30. London: Macmillan Education UK, 1991. http://dx.doi.org/10.1007/978-1-349-12448-0_3.

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Newton, Peter H. "Detailing Steelwork." In Structural Detailing, 31–42. London: Macmillan Education UK, 1991. http://dx.doi.org/10.1007/978-1-349-12448-0_4.

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Newton, Peter H. "Structural Steelwork." In Structural Detailing, 16–30. London: Macmillan Education UK, 1985. http://dx.doi.org/10.1007/978-1-349-07253-8_3.

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Newton, Peter H. "Detailing Steelwork." In Structural Detailing, 31–42. London: Macmillan Education UK, 1985. http://dx.doi.org/10.1007/978-1-349-07253-8_4.

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Seeley, Ivor H. "Structural Steelwork." In Advanced Building Measurement, 83–90. London: Macmillan Education UK, 1989. http://dx.doi.org/10.1007/978-1-349-20102-0_5.

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M°Kenzie, W. M. C. "Structural Steelwork." In Design of Structural Steelwork to BS 5950 and C-EC3, 1–33. London: Macmillan Education UK, 1998. http://dx.doi.org/10.1007/978-1-349-14612-3_1.

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Clarke, A. B., and S. H. Coverman. "Steelwork connections." In Structural Steelwork, 77–120. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003416548-3.

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Clarke, A. B., and S. H. Coverman. "Multi-storey building - Design example." In Structural Steelwork, 221–46. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003416548-8.

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Clarke, A. B., and S. H. Coverman. "Industrial buildings." In Structural Steelwork, 191–212. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003416548-6.

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Conference papers on the topic "Steelwork"

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Soltysiak, Marek. "LYSIMETER RESEARCH OF STEELWORK SLAGS FROM THE KATOWICE STEELWORK (SOUTHERN POLAND)." In 17th International Multidisciplinary Scientific GeoConference SGEM2017. Stef92 Technology, 2017. http://dx.doi.org/10.5593/sgem2017/12/s02.066.

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Hołowaty, Janusz. "Maintenance repair by welding of badly-corroded railway bridge." In IABSE Conference, Copenhagen 2018: Engineering the Past, to Meet the Needs of the Future. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/copenhagen.2018.211.

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Remedial repairs were carried out on a railway bridge with severe corrosion damage to its steelwork as part of a project to open the passage of freight trains to a railway line in the Upper Silesia region in southern Poland. The bridge was constructed in 1907, using rimmed mild steel for the riveted plate girder superstructures . While the bridge retrofitting plan was being drawn up, the chemical composition of its structural steel members was assessed, and the ste el'' s weldability was confirmed via tensile tests and carbon equivalents. The existing steelwork was strengthened by restoring section losses in the main girders and end cross beams. The stnuctural integrity of the badly-corroded steelwork was recovered, allowing the return of both freight and passenger trains to the railway line.
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Jermoljev, David, and Josef Machacek. "Interaction of Steelwork and Non-Metallic Membranes." In 10th Pacific Structural Steel Conference (PSSC 2013). Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_028.

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Yang, Yang, and Albert P. C. Chan. "Driving factors and obstacles in adopting structural steel in Hong Kong: Case studies." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7984.

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The construction applications of structural steel mainly include super high-rise buildings and long-span structures. The advantages offered by structural steel to the construction sector and building environment have long been recognised, as evidenced by the increasing market share of structural steelwork in many marketplaces, but not in Hong Kong. The annual import quantity of fabricated steel structures in Hong Kong is 0.2 - 0.3 million tons, which indicates a low demand for structural steelwork in the local construction industry. This study aims to identify the major barriers and potential driving factors to the use of structural steel in Hong Kong. Interviews were conducted with a private developer, three main contractors, and two steel specialist contractors. These industry professionals offered four construction applications that addressed the major problems and driving factors for using steel-framed structures. The four cases included a Chinese opera centre, a swimming pool, a 24-story hotel, and a commercial building. These case studies reveal that steel-framed structures are adopted only for projects that have technical requirements. Otherwise, reinforced concrete structures are used because steel-framed structures are cost-efficient for super high-rise and long-span structures but not for normal types of buildings. The fast construction of structural steelwork can result in an early return on investment, which may outweigh the high construction cost. This advantage will be particularly significant for retail building projects with high land prices in Hong Kong. This study offers strategies for facilitating the fast construction of structural steelwork. If these strategies are implemented to resolve problems, then the application of steel-framed structures to many tall buildings in Hong Kong can be feasible.
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Wang, Tao, Dawei He, Fan Yang, and Yongsheng Wang. "Fiber Bragg grating sensors for strain monitoring of steelwork." In International Conference on Optical Instrumentation and Technology, edited by YanBiao Liao, Anbo Wang, Tingyun Wang, and Yukihiro Ishii. SPIE, 2009. http://dx.doi.org/10.1117/12.838226.

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Kamat, Vineet R., and Robert R. Lipman. "Standard Product Models for Supporting Automated Erection of Structural Steelwork." In 23rd International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 2006. http://dx.doi.org/10.22260/isarc2006/0100.

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Wang Qinghao, Xin Baolin, Wu Yinghua, Jiao Hongzhi, Pang Yanjun, and Wang Qi. "Harmonic analysis and suppression of medium frequency furnace in steelwork." In 2012 IEEE Innovative Smart Grid Technologies - Asia (ISGT Asia). IEEE, 2012. http://dx.doi.org/10.1109/isgt-asia.2012.6303181.

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Burns, Joseph G. "Design of Soldier Field with 3D Object Modeling of Steelwork." In Structures Congress 2004. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40700(2004)100.

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Li Zhanfang, Xiao Xingming, and Ma Chi. "Study on vibration characteristic of hoist cage and fault diagnosis of steelwork." In 2010 2nd International Conference on Information Science and Engineering (ICISE). IEEE, 2010. http://dx.doi.org/10.1109/icise.2010.5690207.

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Wang, Tao, Jiaqi He, Yu Quan, and Yongsheng Wang. "Investigation of strain sensors based on fiber Bragg grating used for steelwork." In Photonics Asia 2010, edited by Brian Culshaw, Yanbiao Liao, Anbo Wang, Xiaoyi Bao, Xudong Fan, and Lin Zhang. SPIE, 2010. http://dx.doi.org/10.1117/12.870635.

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Reports on the topic "Steelwork"

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Hills, William, I. L. Buxton, and Robert G. Maddison. The National Shipbuilding Research Program. 1989 Ship Production Symposium. Paper No. 4: Design for Steelwork Production During the Concept Design Phase (The National Shipbuilding Research Program). Fort Belvoir, VA: Defense Technical Information Center, September 1989. http://dx.doi.org/10.21236/ada457124.

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Adjustable Steelwork Connectors. Purdue University, 2007. http://dx.doi.org/10.5703/1288284315804.

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Hollo-Bolt®: Blind Connector for Structural Steelwork. Purdue University, 2008. http://dx.doi.org/10.5703/1288284315808.

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Premises - Branches - Canberra - RBA - First Floor Steelwork from North-West - January 1964. Reserve Bank of Australia, March 2023. http://dx.doi.org/10.47688/rba_archives_pn-008159.

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Perth - Construction of new premises, Forrest Place - Commencement of steelwork - 2 October 1930. Reserve Bank of Australia, March 2022. http://dx.doi.org/10.47688/rba_archives_pn-000408.

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Adelaide Project - 1963-June 1967 - section of roof steelwork to 15th floor - 19 May 1965. Reserve Bank of Australia, March 2023. http://dx.doi.org/10.47688/rba_archives_pn-012129.

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Head Office - Extensions 1931-1933: Construction cnr Rowe and Pitt Streets showing steelwork to second floor. Reserve Bank of Australia, March 2022. http://dx.doi.org/10.47688/rba_archives_pn-000952.

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Adelaide Project - 1963-June 1967 - North-east elevation. Steelwork erected to 15th floor - 25 March 1965. Reserve Bank of Australia, March 2023. http://dx.doi.org/10.47688/rba_archives_pn-012064.

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Adelaide Project - 1963-June 1967 - Structural steelwork viewed from adjacent State Treasury building - 9 October 1964. Reserve Bank of Australia, March 2023. http://dx.doi.org/10.47688/rba_archives_pn-011960.

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Adelaide Project - 1963-June 1967 - Steelwork erected to date, taken from Flinders Street - 23 November 1964. Reserve Bank of Australia, March 2023. http://dx.doi.org/10.47688/rba_archives_pn-011982.

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