Literatura académica sobre el tema "MULTISTORYED STEEL BUILDING"
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Artículos de revistas sobre el tema "MULTISTORYED STEEL BUILDING"
Meena, Rahul Kumar, G. P. Awadhiya, Abhishek Prakash Paswan y Harshit Kumar Jayant. "Effects of Bracing System on Multistoryed Steel Building". IOP Conference Series: Materials Science and Engineering 1128, n.º 1 (1 de abril de 2021): 012017. http://dx.doi.org/10.1088/1757-899x/1128/1/012017.
Texto completoPrakash, Arya. "Analysis of Multi-Storied Building with Prestressed Beam using ETABS". International Journal for Research in Applied Science and Engineering Technology 9, n.º VI (30 de junio de 2021): 5188–94. http://dx.doi.org/10.22214/ijraset.2021.36137.
Texto completokhiratkar, Saurabh S., K. R. Dabhekar, N. H. Pitale y Isha P. Khedikar. "Wind Analysis of a Multi Storied Structure". IOP Conference Series: Materials Science and Engineering 1197, n.º 1 (1 de noviembre de 2021): 012060. http://dx.doi.org/10.1088/1757-899x/1197/1/012060.
Texto completoOsteraas, J. y H. Krawinkler. "The Mexico Earthquake of September 19, 1985—Behavior of Steel Buildings". Earthquake Spectra 5, n.º 1 (febrero de 1989): 51–88. http://dx.doi.org/10.1193/1.1585511.
Texto completoIqbal, Md Shahid. "Analysis & Designing of Multistorey Building with Steel Plate Shear Wall". International Journal for Research in Applied Science and Engineering Technology 9, n.º 8 (31 de agosto de 2021): 2111–22. http://dx.doi.org/10.22214/ijraset.2021.37750.
Texto completoQuiel, Spencer y Shalva Marjanishvili. "Progressive Collapse Mitigation in Multistory Tilt-up Structural Systems". Applied Mechanics and Materials 82 (julio de 2011): 698–703. http://dx.doi.org/10.4028/www.scientific.net/amm.82.698.
Texto completokumar, Udaya y Dr Aravind Kumar B. Harwalkar. "Analysis of Retrofitted Cold Formed Steel Multistory Building Frame". International Journal of Innovative Technology and Exploring Engineering 10, n.º 11 (30 de septiembre de 2021): 29–39. http://dx.doi.org/10.35940/ijitee.k9468.09101121.
Texto completoTremblay, Robert, Sina Merzouq, Carmen Izvernari y Krasimira Alexieva. "Application of the equivalent static force procedure for the seismic design of multistorey buildings with vertical mass irregularity". Canadian Journal of Civil Engineering 32, n.º 3 (1 de junio de 2005): 561–68. http://dx.doi.org/10.1139/l05-007.
Texto completoFujii, Kenji y Momoka Shioda. "Energy-Based Prediction of the Peak and Cumulative Response of a Reinforced Concrete Building with Steel Damper Columns". Buildings 13, n.º 2 (1 de febrero de 2023): 401. http://dx.doi.org/10.3390/buildings13020401.
Texto completoNejati, Faezeh, Mahmood Hosseini y Amir Mahmoudzadeh. "Design of repairable regular steel buildings with square plan based on seesaw motion of building structure and using DADAS dampers". International Journal of Structural Integrity 8, n.º 3 (12 de junio de 2017): 326–40. http://dx.doi.org/10.1108/ijsi-07-2016-0025.
Texto completoTesis sobre el tema "MULTISTORYED STEEL BUILDING"
Ferrante, Cavallaro Giovanni. "Pseudo dynamic tests and numerical analysis of free from damage multistorey steel buildings with innovative connections". Doctoral thesis, Universita degli studi di Salerno, 2019. http://elea.unisa.it:8080/xmlui/handle/10556/4277.
Texto completoOne of the most widespread structural systems is represented by Moment Resisting Frames (MRFs). resistant seismic frames. This structural system is made up of frames capable of resisting seismic actions through predominantly flexural tension states. The stiffness and lateral resistance of the system depend on the flexural strength of the members and the type of connection, while the development of the plastic hinges guarantee the dissipation of the seismic input energy. The location of the dissipative zones varies according to the design approach adopted, typically they develop in beams, columns and connections. The most widespread design philosophy is to have strong columns, weak beams and full-strength rigid connections with complete resistance restoration, in this way all the seismic energy tends to be dissipated by the plastic hinges at the ends of the beams and at the base of the columns of the first level. In order to overcome the traditional design approach, the present research work introduces a new type of beam-column connection capable of exhibiting a remarkable rigidity in service conditions (SLE) and able to exhibit a remarkable dissipative capacity when a rare seismic event occurs. The codes currently in force provide that for seismic events characterized by a period of return comparable with the useful life of the structure (frequent or occasional events) the structures remain in the elastic field ensuring that the seismic energy is completely dissipated through viscous damping. Vice versa, the seismic energy must be dissipated through plastic engagement of parts of the structure, with wide and stable hysteresis cycles, for rare and very rare seismic events with a return period of about 500 years. The development of the hysteresis involves structural damage that have to be such as not to lead to the collapse of the structure in order to guarantee the protection of the life of those who occupy the building. The prediction of the behaviour of the structure in non-linear field for rare seismic events represents an aspect that only experimental research can describe in depth by developing new analytical models and innovative design philosophies. The execution of quasi-static tests can provide useful information in order to investigate the nonlinear behaviour of the members and the assemblages even if the forces or the displacement histories applied during the tests do not correspond exactly to the actions that occur during a real seismic event. The information obtained through these test procedures is however useful for calibrating analytical models and comparing the behaviour of structural components. The execution of tests on real scale structures is the best way to investigate the global behaviour of a structural system. For a more complete knowledge about the response in the dynamic field, the pseudo-dynamic tests represent a test protocol able to provide information of the structural response of a component or of a structure in a dynamic field through a static test. The main purpose of this work, developed within the FREEDAM research project financed by the European Community, is to develop an innovative beam-column connection. These innovative connections are equipped with an additional damper able to dissipating the energy deriving from destructive seismic events. The FREEDAM beam-column connection, through an appropriate design of the various components, is able to withstand frequent earthquakes and rare events without causing damage to the structural elements. The thesis is divided into six chapters. The Chapter 1 reports a brief introduction to the traditional beam-column connections, specifying the characteristics of the different types of connection and their influence on the behaviour of the Moment Resisting Frames. In the last part of the chapter the FREEDAM dissipative connection is presented, specifying its peculiarities and the benefits that its introduction into the structural system brings. The Chapter 2 is devoted to the description of the results obtained from an extensive experimental campaign developed at the STRENGTH laboratory of the University of Salerno, for the choice of material for the friction dampers used in the FREEDAM connections by carrying out a statistical characterization of the static and dynamic friction coefficients. The Chapter 3 collects the results of a further experimental campaign carried out at the University of Salerno laboratory and aimed at studying the tightening losses for pre-loading bolt systems equipped with different washers. In Chapter 4 a design procedure has been define for the FREEDAM beam-column connections, then this procedure has been applied in order to design two different types of connections that have been experimentally tested at the University of Coimbra Laboratory (PT). In the same chapter, the test layouts and the results obtained from the cyclic tests carried out on the nodes equipped with FREEDAM friction dampers have been described, finally developing models to the finite elements and comparing the experimental results with the computerized models. Finally, the Chapter 5 shows the results of the pseudo-dynamic tests carried out on a full-scale steel Moment Resistant Frame equipped in a first case with traditional full strength beam-column connections (dogbone) and in a second case equipped with the innovative connections proposed. These results have been compared to each other and with the results obtained from finite element models. [edited by Author]
XXXI ciclo
Magalhães, Wladimir Capelo. "O uso do aço no projeto arquitetônico das estruturas aparente em edifícios de múltiplos andares: uma análise a partir dos projetos em aço construídos nos últimos 20 anos em São Paulo". Universidade Presbiteriana Mackenzie, 2015. http://tede.mackenzie.br/jspui/handle/tede/392.
Texto completoCoordenação de Aperfeiçoamento de Pessoal de Nível Superior
The use of steel structures as building system in multistory buildings is growing every year in Brazil. This evolution, though still slow compared to other countries, is possible thanks to the characteristics of steel and the manufacturing process and production of steel structures. This research paper presents an analysis the use of steel structures in multistory buildings constructed in Sao Paulo in the last 20 years, showing how the use of metal structures was essential to solve the specific problems of each challenge. For this it was essential to understand how metal structures historically evolved since the eighteenth century. From this historical survey, it was possible to establish a series of conditions in the specific use of steel structures that provided its evolution. In addition, there was a survey about the steel industry in Brazil, with an overview of their production, properties, advantages and limitations in order to understand how these characteristics are reflected in the construction of multistory buildings. In the project analysis, seven works were chosen in São Paulo who used the apparent steel structure as the main construction system so that the design adopted confirm structural solutions proposed by architects. To support the analysis, were considered graphics, photos, interviews and three-dimensional electronic models that facilitate the understanding of the structure and elucidate the importance of the use of metal structures. With the results, it was possible to define a set of constraints and determinants of the use of steel in construction that must be considered in the development of architectural design.
O uso das estruturas metálicas como sistema construtivo nas edificações de múltiplos andares vem crescendo a cada ano no Brasil. Essa evolução, embora ainda lenta em comparação a outros países, se dá graças a uma série de características próprias do aço e do processo de fabricação e de produção das estruturas metálicas. Esse trabalho de pesquisa apresenta uma análise do uso das estruturas em aço no projeto de edifícios de múltiplos andares construídos em São Paulo nos últimos 20 anos, evidenciando como o emprego das estruturas metálicas foi essencial para resolver os problemas projetuais específicos de cada obra apresentada. Para isso, foi fundamental compreender como as estruturas metálicas evoluíram historicamente na construção civil desde o século XVIII, pois a partir desse levantamento histórico, foi possível pontuar uma série de condicionantes do uso das estruturas em aço que proporcionaram a sua evolução como sistema construtivo na forma como se apresenta hoje. Além disso, foi realizado um levantamento a respeito da indústria do aço no Brasil, traçando um panorama da sua produção, propriedades, vantagens e limitações a fim de compreender como essas características se refletem nos condicionantes e determinantes do aço na construção de edifícios de múltiplos andares. Como metodologia de análise, foram escolhidas sete obras na cidade de São Paulo que utilizaram a estrutura metálica aparente em aço como principal sistema construtivo, de forma que a linguagem adotada evidenciasse as soluções estruturais propostas pelos arquitetos. Para apoiar a análise, foram considerados desenhos, fotos, entrevistas e maquetes eletrônicas tridimensionais que facilitassem a compreensão da estrutura e elucidassem a importância do emprego das estruturas metálicas. Com os resultados obtidos, foi possível definir um conjunto de condicionantes e determinantes do uso do aço que deve ser considerado no desenvolvimento do projeto arquitetônico.
Machado, Rafael Tamanini. "Análise da viabilidade econômica do projeto estrutural de edifícios de múltiplos andares com estrutura de aço". Universidade de São Paulo, 2012. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-23102012-095547/.
Texto completoThe concerned study brings a literature review of structural systems, stability and structural analysis of multistory buildings with steel structures and also the use of steel-concrete composite elements in those systems, with emphasis on composite beams. It applies to two subjects, namely: academic and practical. In academics, it contributes with informations that allows you to start several lines of research. In the practice, through examples, it contributes with the assessment of the viability of the construction and structural process. And using minimal instructions, it contributes to the development of steel structure projects. The related research is based on the ABNT NBR 8800:2008 and, when necessary, on ANSI/AISC 360-10 and EN 1994-1-1:2004.
MEENA, RAHUL KUMAR. "EFFECTS OF BRACING SYSTEM ON MULTISTORYED STEEL BUILDING". Thesis, 2018. http://dspace.dtu.ac.in:8080/jspui/handle/repository/16202.
Texto completoPratheek, Bellam y Rishit kar. "Seismic Design of Multistoried and Multi Bay Steel Building Frame". Thesis, 2013. http://ethesis.nitrkl.ac.in/5269/1/109CE0454.pdf.
Texto completoMirvalad, Seyed Javad. "Robustness and Retrofit Strategies for Seismically-Designed Multistory Steel Frame Buildings Prone to Progressive Collapse". Thesis, 2013. http://spectrum.library.concordia.ca/977095/1/Mirvalad_MASc_S2013.pdf.
Texto completoLUO, MING-FENG y 羅明峰. "On the seismic resistant analysis of multistory steel buildings with consideration of panel zone effect". Thesis, 1989. http://ndltd.ncl.edu.tw/handle/70220222992209051776.
Texto completoCavallaro, Giovanni Ferrante. "Pseudo-dynamic tests and numerical analysis of free from damage Multistorey Steel Buildings with innovative connections". Doctoral thesis, 2019. http://hdl.handle.net/10316/95020.
Texto completoLibros sobre el tema "MULTISTORYED STEEL BUILDING"
Steel-concrete structures for multistorey buildings. Amsterdam: Elsevier, 1991.
Buscar texto completoCapítulos de libros sobre el tema "MULTISTORYED STEEL BUILDING"
Abu-Saba, Elias G. "Multistory Buildings: Plastic Design". En Design of Steel Structures, 375–88. Boston, MA: Springer US, 1995. http://dx.doi.org/10.1007/978-1-4615-2079-5_14.
Texto completoTylek, Izabela Alicja. "Random Initial Twist Angle of Steel Multistory Building Frames". En Design, Fabrication and Economy of Metal Structures, 357–62. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_54.
Texto completoPatel, Parthav P. y Digesh D. Joshi. "Strengthening of Multistory Steel Moment-Resisting Frame Building by Providing Chevron Bracings". En Lecture Notes in Civil Engineering, 319–26. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-8496-8_40.
Texto completoBilyk, Artem, Roman Kurashev, Bassam Burgan y Anna Khmelnitska. "First Ukrainian Cost Study Experience of Commercial Multistory Buildings with Concrete and Steel Frame". En Design, Fabrication and Economy of Metal Structures, 511–17. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_77.
Texto completo"Multistorey buildings". En Steel Structures, 129–73. CRC Press, 2017. http://dx.doi.org/10.1201/9781315274966-7.
Texto completo"Multistorey buildings, simple design to EC3". En Steel Structures, 174–91. CRC Press, 2017. http://dx.doi.org/10.1201/9781315274966-8.
Texto completoClifton, G., M. Bruneau, G. MacRae, R. Leon y A. Fussell. "Multistorey steel framed building damage from the Christchurch earthquake series of 2010/2011". En Behaviour of Steel Structures in Seismic Areas, 15–24. CRC Press, 2011. http://dx.doi.org/10.1201/b11396-4.
Texto completo"Multistorey steel framed building damage from the Christchurch earthquake series of 2010/2011". En Behaviour of Steel Structures in Seismic Areas, 35–44. CRC Press, 2012. http://dx.doi.org/10.1201/b11396-6.
Texto completo"Robustness of seismic resistant multistory frame buildings in case of accidental column loss scenarios". En Behaviour of Steel Structures in Seismic Areas, 759–64. CRC Press, 2009. http://dx.doi.org/10.1201/9780203861592-125.
Texto completoDinu, F. y D. Dubina. "Robustness of seismic resistant multistory frame buildings in case of accidental column loss scenarios". En Behaviour of Steel Structures in Seismic Areas. CRC Press, 2009. http://dx.doi.org/10.1201/9780203861592.ch107.
Texto completoActas de conferencias sobre el tema "MULTISTORYED STEEL BUILDING"
Sleiman, Martin, Mikael Johansson y Anders Claesson. "Timber and concrete hybrid superstructures – a potential step towards sustainability?" En IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1280.
Texto completoSleiman, Martin, Mikael Johansson y Anders Claesson. "Timber and concrete hybrid superstructures – a potential step towards sustainability?" En IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1280.
Texto completoNaeim, Farzad, Konsantinos Skliros y Andrei M. Reinhorn. "Influence of Hysteretic Deteriorations on Seismic Response of Multistory Steel Frame Buildings". En Structures Congress 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)107.
Texto completoKadhum, Ali Kifah y Khattab Saleem Abdul-Razzaq. "Effect of seismic load on steel frame multistory building from economical point of view". En 2ND INTERNATIONAL CONFERENCE ON MATERIALS ENGINEERING & SCIENCE (IConMEAS 2019). AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0000052.
Texto completoAllameh, Seyed M., Alexis Eckart, Jose Fonseca Lopez, Roger Miller, Avery Lenihan y Hadi Allameh. "On the Micromechanical Properties of Conventional and 3D-Printed Rebar". En ASME 2022 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/imece2022-94651.
Texto completoTripepi, Concetta, Francesco Nucera, Lawrence A. Bergman, D. Michael McFarland y Alexander F. Vakakis. "Application of Targeted Energy Transfer (TET) Techniques to the Seismic Protection of a Small Scale Multistorey Eccentric Steel Structure". En ASME 2011 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/detc2011-48923.
Texto completoGorbunov, Maksym. "Design of a Multi-Use, Highly Efficient Intermodal Container System". En ASME 2013 Rail Transportation Division Fall Technical Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/rtdf2013-4709.
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