Relevant bibliographies by topics / Steel structures

Contents

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

Academic literature on the topic 'Steel structures'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 March 2023

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Journal articles on the topic "Steel structures"

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NAMIMURA, Yuichi. "Bolt Steels Used for Steel Structures." Tetsu-to-Hagane 88, no. 10 (2002): 600–605. http://dx.doi.org/10.2355/tetsutohagane1955.88.10_600.

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Gong, Fengyan, André Dürr, and Jochen Bartenbach. "Favourable Steel Structures using High Strength Steels." ce/papers 4, no. 2-4 (September 2021): 1530–36. http://dx.doi.org/10.1002/cepa.1452.

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Svetlik, M., K. Slama, and J. Kralovec. "Steel structures diagnostic." NDT & E International 27, no. 4 (January 1994): 219. http://dx.doi.org/10.1016/0963-8695(94)90555-x.

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Deierlein, G. G. "Steel-framed structures." Progress in Structural Engineering and Materials 1, no. 1 (September 1997): 10–17. http://dx.doi.org/10.1002/pse.2260010105.

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Johansson, Bernt, and Milan Veljkovic. "Steel plated structures." Progress in Structural Engineering and Materials 3, no. 1 (January 2001): 13–27. http://dx.doi.org/10.1002/pse.59.

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Charnik, Dmitry. "On Effectiveness Issue of Steel Various Grade Use in the Structures of Prefabricated Constructions and Buildings in Northern Climatic Conditions on Russian Federation Territory." Proceedings of Petersburg Transport University 19, no. 4 (December 20, 2022): 677–84. http://dx.doi.org/10.20295/1815-588x-2022-4-677-684.

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Purpose: To consider the issue on feasibility of using both conventional and stainless steels from the point of view of their application at the construction of buildings and structures made of Light Steel Thin-Walled Structures (LSTWS) in Northern climatic conditions. To identify main advantages and disadvantages in the use of light steel thin-walled structures in construction. To determine the most vulnerable spots at building construction from LSTWS. Methods: When conducting research on the effectiveness of steel various grade application for prefabricated construction and building structures in Northern climatic conditions, comparison methods were used from chemical and physical points of view. Results: The expediency and efficiency of using AISI 201 grade steels are substantiated. AISI 201 steel advantages not only from chemical but also from mechanical look are indicated. The vulnerabilities of the given steel at structure and building construction during exploitation are described. Ways to protect structures made of carbonaceous and low-alloy steels, depending on their assignment and operating conditions, have been defined. Practical significance: Study results show that AISI 201 steel is the most efficient from economic point of view. It is necessary to apply protection approaches for steel building materials at structure construction and exploitation as well as to use steel various types against an application sphere.
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Jeong, Youn-Ju, Jeong-Soo Kim, Min-Su Park, and Sung-Hoon Song. "HYDRODYNAMIC BEHAVIORS OF LARGE STEEL-CYLINDRICAL COFFERDAM SYSTEM FOR MARINE STRUCTURES CONSTRUCTION." Coastal Engineering Proceedings, no. 36 (December 30, 2018): 26. http://dx.doi.org/10.9753/icce.v36.structures.26.

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Some cofferdam systems have been applied for marine structures construction of bridges, marine foundation, and etc. Recently, new cofferdam system using large steel-cylindrical members proposed to reduce marine working periods and to improve economic of marine working. In order to construct marine cofferdam system with large steel-cylindrical members, (step 1) some modules composing of a large steel-cylindrical cofferdam system fabricate with typical height in steel factory, and (step 2) move to the construction site onto the barge towing. Then, (step 3) large steel-cylindrical cofferdam system completes by module to module connection with vertical direction in seawater. Finally, (step 4) inside water of large steel-cylindrical cofferdam draw out by pumping, and (step 5) the marine structures are constructed under land based conditions. This cofferdam system has advantages to reduce marine working period and to secure structural safety uniformly.
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Yan, Zhu Ling. "Analysis of Factors Influencing the Performance of Q460 Steel." Applied Mechanics and Materials 599-601 (August 2014): 7–11. http://dx.doi.org/10.4028/www.scientific.net/amm.599-601.7.

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With the development of technology, steel structures have been gaining increasingly widespread application, and the scope of research of steel types is also becoming increasingly broad. In addition to the four common steels used in construction, various mechanical properties and practical application of Q460 steel have also been studied at home and abroad at present. This paper introduces the research status of Q460 steel, describes its mechanical properties and the requirements for steels used in steel building structures, and analyzes the main factors influencing the properties of Q460 steel, providing some reference for practical engineering application of Q460 steel.
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Křivý, Vit, and Lukáš Fabián. "Calculation of Corrosion Losses on Weathering Steel Structures." Applied Mechanics and Materials 188 (June 2012): 177–82. http://dx.doi.org/10.4028/www.scientific.net/amm.188.177.

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The aim of this paper is an introduction of the new developed method for calculation of corrosion losses on structures designed from weathering steels. Apposite calculation of corrosion losses is an essential requirement for resulting determination of corrosion allowances that must be considered when designing steel structures from weathering steels.
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Patil, K. S., and Ajit K. Kakade. "Seismic Response of R.C. Structures With Different Steel Bracing Systems Considering Soil - Structure Interaction." Journal of Advances and Scholarly Researches in Allied Education 15, no. 2 (April 1, 2018): 411–13. http://dx.doi.org/10.29070/15/56856.

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Dissertations / Theses on the topic "Steel structures"

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Rasmussen, Kim J. R. "Stability of thin-walled structural members and systems." Thesis, The University of Sydney, 2017. http://hdl.handle.net/2123/18194.

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This DEng thesis consists of 83 articles containing research material on the stability of thin-walled structural members and systems with emphasis on metal structures. Metal structures are used widely in the construction industry. They include structural members and frames made from rolled and fabricated steel, cold-formed steel, stainless steel and aluminium. Common to these products is the desire to minimise the cross-sectional area to reduce weight and cost. Structural cross-sections are therefore thin-walled and prone to buckling, and an overriding consideration in the design of metal structures is to account for buckling in determining the strength of sections, members and frames. Specifically, the thesis is concerned with determining the reduction in buckling capacity and strength of structural members and frames caused by cross-sectional buckling and material softening. The thesis presents research under the headings Stainless Steel Structures - Hollow Sections, covering tubular columns, beams and welded connections; Stainless Steel Structures - Open Sections, addressing the effect of distortional buckling and interaction buckling on the design of stainless steel columns and beams; Analysis of Locally Buckled Members and Frames, describing a theory to determine the buckling loads of locally and/or distortionally buckled members and frames; Behaviour and Design of Members and Sections Composed Solely or Predominantly from Unstiffened Elements, outlining analytical, numerical and experimental research to advance the understanding of the behaviour and design of singly symmetric cross-sections made up entirely or predominantly from plate elements, including angle sections, T-sections and plain channel sections; Cold-formed Steel Structural Systems, describing numerical and experimental investigations of steel storage racks including selective and drive-in racking systems; and System-based Design of Steel Structures, developing a general framework for designing steel structural framing systems by advanced analysis, termed the Direct Design Method. The thesis also highlights the implementation of the research outcomes in national and international specifications for the design of steel, cold-formed steel and stainless steel structures.
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Lee, Siu-lam Anderson, and 李韶林. "Temperature distribution in steel structures." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2000. http://hub.hku.hk/bib/B3122300X.

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Lee, Siu-lam Anderson. "Temperature distribution in steel structures /." Hong Kong : University of Hong Kong, 2000. http://sunzi.lib.hku.hk/hkuto/record.jsp?B21490090.

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Castanheira, Joel Filipe Gonçalves. "Steel structures design: practical applications." Master's thesis, Universidade de Aveiro, 2013. http://hdl.handle.net/10773/11492.

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Mestrado em Engenharia Civil
O presente trabalho está inserido num estágio realizado na empresa Alstom e aborda o dimensionamento e a execução de estruturas metálicas para o suporte de tanques de arrefecimento de turbinas de gás. No presente trabalho é referido o dimensionamento da estrutura metálica no seguimento da execução de um projecto (Carrington). No dimensionamento da estrutura metálica tem-se como bastante relevante os seguintes dados: a velocidade do vento, actividade sísmica, tipo de acesso para manutenção dos tanques de arrefecimento, movimentos dos tanques, tipos de normas foram utilizadas no projecto e ainda saber se a estrutura esta situada dentro ou fora do complexo. Os movimentos dos tanques de arrefecimento da turbina de gás tem uma enorme importância no dimensionamento porque, quando conectamos os tanques à estrutura metálica é necessário implementar amortecedores para evitar o choque dos tanques com a estrutura metalica. Estes amortecedores evitam o movimento rápido quando existe actividade sismica travando o movimento dos tanques. Depois do dimensionamento da estrutura estar concretizada, é necessário proceder aos detalhes, neste caso todas as peças desta estrutura têm que ser detalhados em desenho criado em AutoCAD, de maneira a que o fabricante da estrutura saiba toda a informação necessaria para a manufactura da mesma. Também é criado, para isto, uma lista detalhada juntamente com a instrução de montagem com todos os materiais usados na construção da estrutura metálica. A tese fará uma descrição mais aprofundada dos referidos assuntos.
This thesis presentation is in association to an internship program at Alstom, and undertakes the design and execution of metallic structures used to support gas turbine cooling vessels. Specifically mentioned in this thesis is the design and execution of a steel structure for a specific project (Carrington). When designing a metallic structure, the following inputs are extremely relevant; wind velocity, seismic activity, access options for the maintenance of the vessels, the movements of the vessels, subsequent norms or criteria to be used on the project as well as whether the structure is to be located indoor or outdoor of the plant. The movement of the vessels of the gas turbine has an enormous importance on the design of the structure. When connecting the tanks to the steel structure it is necessary to install shock absorbers/ snubbers to avoid any clashes. These shock absorbers prevent any rapid movement of the tanks due to seismic activity. When the steel structure has been designed, it is necessary to finalize any remaining details. In this case, ali the specific pieces pertaining to the structure have to be detailed and illustrated on the AutoCAD program, giving the supplier ali the specific information necessary for the manufacturing process. A detailed list, called bill of material, is also put together along with an instruction assembly manual, of ali materiais used in the construction of the steel structure. The thesis will make a more detailed description of these subjects.
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Oosthuizen, Daniel Rudolph. "Data modelling of industrial steel structures." Thesis, Stellenbosch : Stellenbosch University, 2003. http://hdl.handle.net/10019.1/53346.

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Thesis (MScEng)--Stellenbosch University, 2003.
ENGLISH ABSTRACT: AP230 of STEP is an application protocol for structural steel-framed buildings. Product data relating to steel structures is represented in a model that captures analysis, design and manufacturing views. The information requirements described in AP230 were analysed with the purpose of identifying a subset of entities that are essential for the description of simple industrial steel frames with the view to being able to describe the structural concept, and to perform the structural analysis and design of such structures. Having identified the essential entities, a relational database model for these entities was developed. Planning, analysis and design applications will use the database to collaboratively exchange data relating to the structure. The comprehensiveness of the database model was investigated by mapping a simple industrial frame to the database model. Access to the database is provided by a set of classes called the database representative classes. The data-representatives are instances that have the same selection identifiers and attributes as corresponding information units in the database. The datarepresentatives' primary tasks are to store themselves in the database and to retrieve their state from the database. A graphical user interface application, programmed in Java, used for the description of the structural concept with the capacity of storing the concept in the database and retrieving it again through the use of the database representative classes was also created as part of this project.
AFRIKAANSE OPSOMMING: AP230 van STEP is 'n toepassingsprotokol wat staal raamwerke beskryf. Die produkdata ter beskrywing van staal strukture word saamgevat in 'n model wat analise, ontwerp en vervaardigings oogmerke in aanmerking neem. Die informasie vereistes, soos beskryf in AP230, is geanaliseer om 'n subset van entiteite te identifiseer wat noodsaaklik is vir die beskrywing van 'n eenvoudige nywerheidsstruktuur om die strukturele konsep te beskryf en om die struktuur te analiseer en te ontwerp. Nadat die essensiële entiteite geïdentifiseer is, is 'n relasionele databasismodel van die entiteite geskep. Beplanning, analise en ontwerptoepassings maak van die databasis gebruik om kollaboratief data oor strukture uit te ruil. Die omvattenheid van die databasis-model is ondersoek deur 'n eenvoudige nywerheidsstruktuur daarop afte beeld. Toegang tot die databasis word verskaf deur 'n groep Java klasse wat bekend staan as die verteenwoordigende databasis klasse. Hierdie databasis-verteenwoordigers is instansies met dieselfde identifikasie eienskappe as die ooreenkomstige informasie eenhede in die databasis. Die hoofdoel van die databasis-verteenwoordigers is om hulself in die databasis te stoor asook om hul rang weer vanuit die databasis te verkry. 'n Grafiese gebruikerskoppelvlak, geprogrammeer in Java, is ontwikkel. Die koppelvlak word gebruik om die strukturele konsep te beskryf, dit te stoor na die databasis en om dit weer, met behulp van die databasis-verteenwoordigers, uit die databasis te haal.
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Surampudi, Bala Anjani Vasudha. "High-Resolution Modeling of Steel Structures." University of Cincinnati / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1504787210175847.

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Narang, Vikas A. "Heat Transfer Analysis In Steel Structures." Link to electronic thesis, 2005. http://www.wpi.edu/Pubs/ETD/Available/etd-050405-133533/.

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Gosaye, Fida Kaba Jonathan. "Behaviour and design of prestressed steel structures." Thesis, Imperial College London, 2015. http://hdl.handle.net/10044/1/34395.

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The behaviour and design of prestressed steel structures, with an emphasis on trussed arches, are examined in this thesis. For long-span structural systems, where self-weight becomes an increasingly dominant component of the design loading, significant material savings can be achieved through the use of high tensile strength steel cables in conjunction with conventional steelwork. Further benefits can be achieved by prestressing the cables. In the system currently being investigated, the prestressed cables, which are housed within the bottom chord of tubular arched trusses, apply a compressive force to the chord members, which is opposite in nature to the resultant forces arising from the externally applied gravity loads. The stability of the trussed elements under prestress and the load--deformation response of the prestressed elements to the subsequent application of tensile loading are examined analytically, numerically and experimentally, with good correlation achieved between the three approaches. The benefits of prestressing, in terms of increased member strength and stiffness, are demonstrated, and optimal prestress levels are investigated. In instances of load reversal (e.g. due to wind uplift) in trusses without horizontal end anchorage that would allow catenary forces to develop, the presence of prestress can become detrimental. To examine this, a total of eight pin-ended cable-in-tube systems, featuring both non-grouted and grouted members, were tested in compression. Increasing initial prestress levels was found to reduce the capacity of the system in compression, but initial prestress was shown to be less detrimental than externally applied compressive loading of the same magnitude, due to the absence of second order bending moments. Finite element models were developed and, following accurate replication of test results, were used to generate parametric results for a range of member slendernesses and prestress levels. The test and FE results were compared against capacity predictions based on a proposed modified Perry-Robertson design method. Consistent, accurate and generally safe-side predictions were achieved. Following the examination of behaviour of individual prestressed elements within the truss, a series of analytical and numerical models of the full arched truss system were developed to investigate its global structural behaviour. Parametric studies revealed that the horizontal end boundary conditions, prestress level, truss depth and diagonal member arrangements were the key parameters influencing the stiffness, load bearing capacity and failure mode of the structure.
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Walsh, Michael Thomas. "Corrosion of Steel in Submerged Concrete Structures." Scholar Commons, 2015. http://scholarcommons.usf.edu/etd/6048.

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This investigation determined that severe corrosion of steel can occur in the submerged portions of reinforced concrete structures in marine environments. Field studies of decommissioned pilings from actual bridges revealed multiple instances of strong corrosion localization, showing appreciable local loss of steel cross-section. Quantitative understanding of the phenomenon and its causes was developed and articulated in the form of a predictive model. The predictive model output was consistent with both the corrosion rate estimates and the extent of corrosion localization observed in the field observations. The most likely explanation for the observed phenomena that emerged from the understanding and modeling is that cathodic reaction rates under oxygen diffusional limitation that are negligible in cases of uniform corrosion can nevertheless support substantial corrosion rates if the corrosion becomes localized. A dynamic evolution form of the model was created based on the proposition that much of the steel in the submerged concrete zone remained in the passive condition given cathodic prevention that resulted from favorable macrocell coupling with regions of the steel that had experienced corrosion first. The model output also matched observations from the field, supporting the plausibility of the proposed scenario. The modeling also projected that corrosion in the submerged zone could be virtually eliminated via the use of sacrificial anode cathodic protection; the rate of corrosion damage progression in the low elevation zone above water could also be significantly reduced. Continuation work should be conducted to define an alternative to the prevalent limit-state i.e., visible external cracks and spalls, for submerged reinforced concrete structures. Work should also be conducted to determine the possible structural consequences of this form of corrosion and to assess the technical feasibility and cost/benefit aspects of incorporating protective anodes in new pile construction.
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Martinsson, Johan. "Fatigue assessment of complex welded steel structures." Doctoral thesis, Stockholm, 2005. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-166.

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Books on the topic "Steel structures"

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Kindmann, Rolf, and Matthias Kraus. Steel Structures. Berlin, Germany: Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, 2012. http://dx.doi.org/10.1002/9783433600771.

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Al Nageim, Hassan. Steel Structures. Fourth edition. | Boca Raton : Taylor & Francis, CRC Press,: CRC Press, 2016. http://dx.doi.org/10.1201/9781315381695.

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Iványi, M., and M. Škaloud, eds. Steel Plated Structures. Vienna: Springer Vienna, 1995. http://dx.doi.org/10.1007/978-3-7091-3002-5.

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R, Narayanan, ed. Steel framed structures. London: Elsevier Applied Science Publishers, 1985.

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Steel structures design. New York: McGraw-Hill, 2011.

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Mikko, Malaska, and Seminar on Steel Structures (1998 : Helsinki), eds. Seminar on Steel Structures: Design of steel-concrete composite structures. Helsinki: Helsinki University of Technology, 1998.

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Outinen, Jyri. Seminar on steel structures: Design of cold-formed steel structures. Espoo: Helsinki University of Technology, 2000.

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1932-, Fukumoto Yuhshi, ed. Structural stability design: Steel and composite structures. Oxford: Pergamon, 1997.

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Gaylord, Edwin Henry. Design of steel structures. 3rd ed. New York: McGraw-Hill, 1992.

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da Silva, Luís Simões, Rui Simões, and Helena Gervásio. Design of Steel Structures. D-69451 Weinheim, Germany: Wiley-VCH Verlag GmbH, 2014. http://dx.doi.org/10.1002/9783433604229.

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Book chapters on the topic "Steel structures"

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Leon, Roberto. "Steel Structures." In Encyclopedia of Earthquake Engineering, 1–17. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-36197-5_109-1.

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Leon, Roberto. "Steel Structures." In Encyclopedia of Earthquake Engineering, 3417–33. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-35344-4_109.

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Ibrahimbegovic, Adnan, and Naida Ademovicć. "Steel structures." In Nonlinear Dynamics of Structures Under Extreme Transient Loads, 25–63. First edition. | Boca Raton, FL : CRC Press/Taylor & Francis Group, [2019]: CRC Press, 2019. http://dx.doi.org/10.1201/9781351052504-2.

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Dasgupta, Ashoke Kumar. "Steel Structures." In Design of Industrial Structures, 99–222. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211754-8.

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Levy, Sidney M. "Steel and Steel Structures." In The Construction Superintendent’s Handbook, 171–85. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4684-8494-6_15.

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Chen, Sheng-Hong. "Hydraulic Steel Gates." In Hydraulic Structures, 869–96. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-47331-3_15.

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Krístek, V. "Methods of Theoretical Analysis of Plated Structures." In Steel Plated Structures, 1–60. Vienna: Springer Vienna, 1995. http://dx.doi.org/10.1007/978-3-7091-3002-5_1.

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Skaloud, M. "Shear Lag in Wide Flanges and the “Breathing” of Slender Web Plates." In Steel Plated Structures, 61–126. Vienna: Springer Vienna, 1995. http://dx.doi.org/10.1007/978-3-7091-3002-5_2.

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Iványi, M. "Behaviour of Parts of Steel Frames." In Steel Plated Structures, 127–202. Vienna: Springer Vienna, 1995. http://dx.doi.org/10.1007/978-3-7091-3002-5_3.

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Yamada, K. "Fatigue of Steel Plated Structures." In Steel Plated Structures, 203–46. Vienna: Springer Vienna, 1995. http://dx.doi.org/10.1007/978-3-7091-3002-5_4.

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Conference papers on the topic "Steel structures"

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D'Aloisio, James A. "Envelop the Steel!" In Structures Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)125.

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Sakano, Masahiro, Hironori Namiki, Syuji Yajima, Yasuhiro Koide, Hitoshi Furuta, and Dan M. Frangopol. "Monitoring of Steel Railway Floor Beams Prestressed by Steel Plates." In Structures Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40753(171)1.

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Fulmer, S. J., M. J. Kowalsky, J. M. Nau, and T. Hassan. "Ductility of Welded Steel Pile to Steel Cap Beam Connections." In Structures Congress 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)21.

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P. Chiew, S., Y. F. Jin, and Y. Q. Cai. "Impact of Structural Eurocodes on Steel and Composite Structures." In 10th Pacific Structural Steel Conference (PSSC 2013). Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7136-2_295.

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Alpsten, Goran. "Causes of Structural Failures with Steel Structures." In IABSE Workshop, Helsinki 2017: Ignorance, Uncertainty, and Human Errors in Structural Engineering. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2017. http://dx.doi.org/10.2749/helsinki.2017.100.

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This paper is based on the experience from investigating over 400 structural collapses, incidents and serious structural damage cases with steel structures which have occurred over the past four centuries. The cause of the failures is most often a gross human error rather than a combination of “normal” variations in parameters affecting the load-carrying capacity, as considered in normal design procedures and structural reliability analyses. Human errors in execution are more prevalent as cause for the failures than errors in the design process, and the construction phase appears particularly prone to human errors. For normal steel structures with quasi-static (non-fatigue) loading, various structural instability phenomena have been observed to be the main collapse mode. An important observation is that welds are not as critical a cause of structural steel failures for statically loaded steel structures as implicitly understood in current regulations and rules for design and execution criteria.
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Al-Salih, Hayder, Caroline Bennett, Adolfo Matamoros, William Collins, and Jian Li. "Repairing Distortion-Induced Fatigue in Steel Bridges Using a CFRP-Steel Retrofit." In Structures Congress 2020. Reston, VA: American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784482896.026.

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Ustinov, A. M., A. A. Klopotov, A. I. Potekaev, S. V. Galsanov, Yu A. Abzaev, and G. I. Tayukin. "Strain distribution in a steel/steel adhesive joint." In PROCEEDINGS OF THE ADVANCED MATERIALS WITH HIERARCHICAL STRUCTURE FOR NEW TECHNOLOGIES AND RELIABLE STRUCTURES. Author(s), 2018. http://dx.doi.org/10.1063/1.5083557.

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Toutant, Guillaume, Yasaman Balazadeh Minouei, Ali Imanpour, Sanda Koboevic, and Robert Tremblay. "Stability of Steel Columns in Steel Concentrically Braced Frames Subjected to Seismic Loading." In Structures Congress 2017. Reston, VA: American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480410.013.

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Cortés, Gustavo, and Judy Liu. "Analytical Investigation of Steel Slit Panels for Lateral Resistance of Steel Frame Buildings." In Structures Congress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41016(314)290.

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Chaudhuri, A. Saha. "Smart Steel Plate Structures." In 2007 2nd IEEE International Conference on Nano/Micro Engineered and Molecular Systems. IEEE, 2007. http://dx.doi.org/10.1109/nems.2007.352197.

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Reports on the topic "Steel structures"

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Christine, Lozano, and Riveros Guillermo. Classical and innovative methods of fatigue and fracture repairs in navigation steel structures. Engineer Research and Development Center (U.S.), April 2021. http://dx.doi.org/10.21079/11681/40422.

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Abstract:
Most of the hydraulic steel structures (HSS) in the U.S. have reached or have past their design life, which leads to unsatisfactory performance. Welded connections with low fatigue resistance, poor weld quality, unanticipated structural behavior, or unexpected loading due to the deterioration of the design boundary conditions are the causes of fatigue cracking. The purpose of this report is to identify and evaluate the traditional and new methods used for fatigue and fracture repairs in navigation steel structures to restore their load carrying capacity and fatigue and fracture resistance. The final objective was to generate a guidance report comprising of recommended and more efficient repair methods for the different fatigue limit states observed in navigation steel structures.
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Kenneth Kremer, Anthony Liszkiewicz, and James Adkins. Development of Steel Foam Materials and Structures. Office of Scientific and Technical Information (OSTI), October 2004. http://dx.doi.org/10.2172/840932.

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CORPS OF ENGINEERS WASHINGTON DC. Inspection, Evaluation, and Repair of Hydraulic Steel Structures. Fort Belvoir, VA: Defense Technical Information Center, December 2001. http://dx.doi.org/10.21236/ada403421.

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CORPS OF ENGINEERS WASHINGTON DC. Engineering and Design: Responsibility for Hydraulic Steel Structures. Fort Belvoir, VA: Defense Technical Information Center, January 1997. http://dx.doi.org/10.21236/ada404088.

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Race, Timothy D., Ashok Kumar, Robert A. Weber, and L. D. Stephenson. Overcoating of Lead-Based Paint on Steel Structures. Fort Belvoir, VA: Defense Technical Information Center, March 2003. http://dx.doi.org/10.21236/ada412886.

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Garlock, Maria, Joel Kruppa, Guo-Qiang Li, and Bin Zhao. White paper on fire behavior of steel structures. Gaithersburg, MD: National Institute of Standards and Technology, September 2014. http://dx.doi.org/10.6028/nist.gcr.15-984.

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Dexter, Robert J., Hussam N. Mahmoud, Joseph A. Padula, and Guillermo A. Riveros. Fitness-for-Purpose Evaluation of Hydraulic Steel Structures. Fort Belvoir, VA: Defense Technical Information Center, November 2007. http://dx.doi.org/10.21236/ada474623.

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Guo, Yu-Tao, Jian-Sheng Fan, and Jian-Guo Nie. THE NEW TREND OF COMPARTMENT STEEL-CONCRETE-STEEL COMPOSITE STRUCTURES IN IMMERSED TUNNELS. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.100.

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Szalai, Jozsef. DIRECT BUCKLING ANALYSIS BASED STABILITY DESIGN METHOD OF STEEL STRUCTURES. The Hong Kong Institute of Steel Construction, December 2018. http://dx.doi.org/10.18057/icass2018.p.066.

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Chan, K. S., R. C. CmClung, and T. Y. Torng. Microstructure-Based Fatigue Life Prediction Methods for Naval Steel Structures. Fort Belvoir, VA: Defense Technical Information Center, January 1993. http://dx.doi.org/10.21236/ada265429.

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