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Relevant bibliographies by topics / MULTISTORYED STEEL BUILDING

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Academic literature on the topic 'MULTISTORYED STEEL BUILDING'

Author: Grafiati

Published: 11 September 2023

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Journal articles on the topic "MULTISTORYED STEEL BUILDING"

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Meena, Rahul Kumar, G. P. Awadhiya, Abhishek Prakash Paswan, and Harshit Kumar Jayant. "Effects of Bracing System on Multistoryed Steel Building." IOP Conference Series: Materials Science and Engineering 1128, no. 1 (2021): 012017. http://dx.doi.org/10.1088/1757-899x/1128/1/012017.

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Prakash, Arya. "Analysis of Multi-Storied Building with Prestressed Beam using ETABS." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 5188–94. http://dx.doi.org/10.22214/ijraset.2021.36137.

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Concrete is good in compression and weak in tension and the steel is strong in tension. So the use of reinforced concrete to resist compression and to hold bars in position and to the steel resist tension. In India RCC structures are commonly used in residential as well as business buildings. Nowadays the Post Tensioning method is widely used due to its advantages. Post tensioning is a form of prestressing, that means the steel is stressed before the concrete has to support the service loads. In this paper is exposed to the assessment of execution of Reinforced concrete beam (RCC beam) and Pos

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khiratkar, Saurabh S., K. R. Dabhekar, N. H. Pitale, and Isha P. Khedikar. "Wind Analysis of a Multi Storied Structure." IOP Conference Series: Materials Science and Engineering 1197, no. 1 (2021): 012060. http://dx.doi.org/10.1088/1757-899x/1197/1/012060.

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Abstract Due to growing population and less availability of land, multistoried buildings are constructed which can serve many people in less area. Purpose of this project is to analysis and designs (G+13) multistory building using E-TABS. Aims are to give proper awareness regarding right design and details of the building. Planning is done using AutoCAD, Designs has involves Load calculations, manually and the Structure is analysis using E-TABS. Codes refer for these projects are NBC IS (456-2000). Concrete mix use is M30. The steel strength for all members is of grade Fe-415 & Fe500. For

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Osteraas, J., and H. Krawinkler. "The Mexico Earthquake of September 19, 1985—Behavior of Steel Buildings." Earthquake Spectra 5, no. 1 (1989): 51–88. http://dx.doi.org/10.1193/1.1585511.

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During the September 19, 1985 earthquake about 60 post-1957 multistory steel buildings in Mexico City were subjected to a severe test. In most cases, the damage in the post-1957 structures was minor to moderate. The notable exception is the Pino Suarez complex in which one 21-story building collapsed onto a 14-story building, and two other 21-story buildings were severely damaged. The behavior of these buildings as well as two other case studies are analyzed. Conclusions are drawn on the ductility demands imposed on steel buildings in Mexico City, utilizing simplified structural models and con

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Iqbal, Md Shahid. "Analysis & Designing of Multistorey Building with Steel Plate Shear Wall." International Journal for Research in Applied Science and Engineering Technology 9, no. 8 (2021): 2111–22. http://dx.doi.org/10.22214/ijraset.2021.37750.

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Abstract: Structural design and analysis produces the capability of resisting all the applied loads without failure during its intended life. Lateral loads mainly due to earthquake govern the design of high-rise buildings. The interior structural system or exterior structural system provides the resistance to lateral loads in the structure. The present paper describes the analysis and design of high-rise buildings with Steel Plate Shear Wall (SPSW) for (G+20) stories. The properties of Steel plate shear wall system include the stiffness for control of structural displacement, ductile failure m

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Quiel, Spencer, and Shalva Marjanishvili. "Progressive Collapse Mitigation in Multistory Tilt-up Structural Systems." Applied Mechanics and Materials 82 (July 2011): 698–703. http://dx.doi.org/10.4028/www.scientific.net/amm.82.698.

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Low-rise office buildings constitute a large portion of the building inventory that is governed by criteria published by the US government. In recent efforts to save costs, building owners and others in this construction sector have explored the use tilt-up construction for these facilities, which eliminates the perimeter steel framing and integrates the concrete façade into the load bearing structure. According to the criteria, many of these buildings meet the height and occupancy thresholds for which progressive collapse resistant design is required. Two major US government agencies, DoD and

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kumar, Udaya, and Dr Aravind Kumar B. Harwalkar. "Analysis of Retrofitted Cold Formed Steel Multistory Building Frame." International Journal of Innovative Technology and Exploring Engineering 10, no. 11 (2021): 29–39. http://dx.doi.org/10.35940/ijitee.k9468.09101121.

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The cold formed steel section are increasingly used as a structural elements in low rise buildings in recent times, due to the advantages like economic production, easy transportation, low labor cost and high strength to weight ratio. In the current work a G+3 storied building frame is studied for seismic and wind load using Staad-pro software. Light gauge section is taken for beam and slab elements. The seismic analysis is carried out by Equivalent static method. After analysis the results such as story displacement, story drift, Base shear and time period are compared for different models. T

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Tremblay, Robert, Sina Merzouq, Carmen Izvernari, and 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, no. 3 (2005): 561–68. http://dx.doi.org/10.1139/l05-007.

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The seismic forces and deformations obtained from the equivalent static force procedure and the dynamic analysis method proposed for the 2005 National Building Code of Canada are compared for 4-, 8-, 12-, and 16-storey buildings with structural mass irregularity. Setbacks resulting in 200% and 300% mass discontinuities located at 25%, 50%, or 75% of the building height were considered. The buildings are located in Vancouver and Montréal, and lateral loads are resisted by concentrically braced steel frames. The storey shear forces, overturning moments, and storey drifts obtained from static ana

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Fujii, Kenji, and Momoka Shioda. "Energy-Based Prediction of the Peak and Cumulative Response of a Reinforced Concrete Building with Steel Damper Columns." Buildings 13, no. 2 (2023): 401. http://dx.doi.org/10.3390/buildings13020401.

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A steel damper column is an energy-dissipating member that is suitable for reinforced concrete (RC) buildings and multistory housing. To assess the seismic performance of buildings with steel damper columns, the peak displacement of the whole building and the energy dissipation demand of the dampers must be evaluated. This article proposes an energy-based prediction procedure for the peak and cumulative response of an RC frame building with steel damper columns. The proposed procedure considers two energy-related seismic intensity parameters, namely the maximum momentary input energy and the t

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Nejati, Faezeh, Mahmood Hosseini, and 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, no. 3 (2017): 326–40. http://dx.doi.org/10.1108/ijsi-07-2016-0025.

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Purpose Almost design code is required for repairability of the buildings after a major earthquake. One such idea is “directed-damage design” (DDD), which means guiding the damage to some pre-decided parts of the structural system. To use the DDD idea for creation of repairable buildings, in this study, a structural system with seesaw motion with respect to a central massive support has been considered for steel buildings with square plan, and the bottom ends of the all circumferential columns at the lowest story have been equipped with double-ADAS (DADAS) dampers, which dissipate a great port

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Dissertations / Theses on the topic "MULTISTORYED STEEL BUILDING"

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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.

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2017 - 2018<br>One 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

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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.

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Made available in DSpace on 2016-03-15T19:22:55Z (GMT). No. of bitstreams: 1 Wladimir Capelo Magalhaes.pdf: 18102197 bytes, checksum: dd9b04e84d048e366196fe8ec020eed2 (MD5) Previous issue date: 2015-02-06<br>Coordenação de Aperfeiçoamento de Pessoal de Nível Superior<br>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 th

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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/.

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O presente estudo traz uma revisão bibliográfica dos sistemas estruturais, da estabilidade e análise estrutural de edifícios de múltiplos andares com estrutura de aço e, ainda, do emprego de elementos mistos aço e concreto nesses sistemas, com ênfase às vigas mistas. É aplicável a duas áreas, a saber: acadêmica e prática. Na área acadêmica, contribui com informações que permitem iniciar linhas de pesquisas para diversos assuntos. Na área prática, através de exemplos, contribui com a análise da viabilidade do processo construtivo e estrutural. E por meio de instruções mínimas, contribui para o

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MEENA, RAHUL KUMAR. "EFFECTS OF BRACING SYSTEM ON MULTISTORYED STEEL BUILDING." Thesis, 2018. http://dspace.dtu.ac.in:8080/jspui/handle/repository/16202.

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In recent years, steel construction has shifted from moment-resisting frames to concentric braced frames in regions of highly seismic prone area. Bracing element in structural system by providing more stiffness plays a vital role in structural behaviour to resist earthquake forces. Concentric bracing is one of the most common lateral load resistant systems in building frames due to their manufacturing simplicity and economy. In this work, different types of bracing (X bracing, Inverted V bracing, K bracing, V bracing, Forward bracing, Backward bracing ) have been analysed and comparison has be

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Pratheek, Bellam, and Rishit kar. "Seismic Design of Multistoried and Multi Bay Steel Building Frame." Thesis, 2013. http://ethesis.nitrkl.ac.in/5269/1/109CE0454.pdf.

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The seismic design of building frame presented in this project is based on IS 1893-2002 and IS 800 .The aim of the present work is to analyze a multistory and multi bay (G+5) moment resisting building frame for earthquake forces following IS 1893 and then design it as per IS 800:2007 .The frame consists of six story’s and has three bays in horizontal direction and five bays in lateral direction. The selection of arbitrary sections have been done following a standard procedure. The two methods that have been used for analysis are Equivalent static load method and Response Spectrum method .A com

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Mirvalad, 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.

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Unlike seismic engineering that attracted the attention of researchers, designers, and code developers for decades, the phenomenon of progressive collapse of structures still needs considerable amount of investigation. The main motivation for this study is to investigate the vulnerability of seismic code designed multistory steel moment resisting frame buildings to progressive collapse, and to propose retrofit solutions for those buildings that show to be prone to progressive collapse. The studied buildings had 5, 10, and 15 stories (representing low-rise, medium-rise, and high-rise building

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LUO, MING-FENG, and 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.

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Cavallaro, 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.

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One of the most widespread structural systems is represented by Moment Resisting Frames (MRFs). 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 mo

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Books on the topic "MULTISTORYED STEEL BUILDING"

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Steel-concrete structures for multistorey buildings. Elsevier, 1991.

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Book chapters on the topic "MULTISTORYED STEEL BUILDING"

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Abu-Saba, Elias G. "Multistory Buildings: Plastic Design." In Design of Steel Structures. Springer US, 1995. http://dx.doi.org/10.1007/978-1-4615-2079-5_14.

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Tylek, Izabela Alicja. "Random Initial Twist Angle of Steel Multistory Building Frames." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_54.

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Patel, Parthav P., and Digesh D. Joshi. "Strengthening of Multistory Steel Moment-Resisting Frame Building by Providing Chevron Bracings." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-16-8496-8_40.

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Bilyk, Artem, Roman Kurashev, Bassam Burgan, and Anna Khmelnitska. "First Ukrainian Cost Study Experience of Commercial Multistory Buildings with Concrete and Steel Frame." In Design, Fabrication and Economy of Metal Structures. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-36691-8_77.

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"Multistorey buildings." In Steel Structures. CRC Press, 2017. http://dx.doi.org/10.1201/9781315274966-7.

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"Multistorey buildings, simple design to EC3." In Steel Structures. CRC Press, 2017. http://dx.doi.org/10.1201/9781315274966-8.

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Clifton, G., M. Bruneau, G. MacRae, R. Leon, and A. Fussell. "Multistorey steel framed building damage from the Christchurch earthquake series of 2010/2011." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2011. http://dx.doi.org/10.1201/b11396-4.

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"Multistorey steel framed building damage from the Christchurch earthquake series of 2010/2011." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2012. http://dx.doi.org/10.1201/b11396-6.

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"Robustness of seismic resistant multistory frame buildings in case of accidental column loss scenarios." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2009. http://dx.doi.org/10.1201/9780203861592-125.

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Dinu, F., and D. Dubina. "Robustness of seismic resistant multistory frame buildings in case of accidental column loss scenarios." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2009. http://dx.doi.org/10.1201/9780203861592.ch107.

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Conference papers on the topic "MULTISTORYED STEEL BUILDING"

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Sleiman, Martin, Mikael Johansson, and Anders Claesson. "Timber and concrete hybrid superstructures – a potential step towards sustainability?" In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1280.

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<p>Timber is a renewable material having a lower carbon-footprint than conventional concrete and steel. Hence, timber would be a good choice of material to minimize the carbon-footprint of a building. Superstructures of pure timber are, however, cumbersome to use for multistory purposes</p><p>– timber is simply too light to stabilize the building properly. Hence, the interest in timber and concrete/steel hybrid structures is increasing. The purpose of this paper is to investigate the potential savings of CO2 emissions in the design of a multistory residential building - this

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Sleiman, Martin, Mikael Johansson, and Anders Claesson. "Timber and concrete hybrid superstructures – a potential step towards sustainability?" In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1280.

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<p>Timber is a renewable material having a lower carbon-footprint than conventional concrete and steel. Hence, timber would be a good choice of material to minimize the carbon-footprint of a building. Superstructures of pure timber are, however, cumbersome to use for multistory purposes</p><p>– timber is simply too light to stabilize the building properly. Hence, the interest in timber and concrete/steel hybrid structures is increasing. The purpose of this paper is to investigate the potential savings of CO2 emissions in the design of a multistory residential building - this

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Naeim, Farzad, Konsantinos Skliros, and Andrei M. Reinhorn. "Influence of Hysteretic Deteriorations on Seismic Response of Multistory Steel Frame Buildings." In Structures Congress 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)107.

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Kadhum, Ali Kifah, and Khattab Saleem Abdul-Razzaq. "Effect of seismic load on steel frame multistory building from economical point of view." In 2ND INTERNATIONAL CONFERENCE ON MATERIALS ENGINEERING & SCIENCE (IConMEAS 2019). AIP Publishing, 2020. http://dx.doi.org/10.1063/5.0000052.

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Allameh, Seyed M., Alexis Eckart, Jose Fonseca Lopez, Roger Miller, Avery Lenihan, and Hadi Allameh. "On the Micromechanical Properties of Conventional and 3D-Printed Rebar." In ASME 2022 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/imece2022-94651.

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Abstract This study is focused on the micromechanical properties of conventional rebar and how they could be used for comparison with the 3D printed rebar tensile and fatigue properties. Current trends in additive manufacturing hint at the eventual use of 3D printing in the construction of homes and office buildings. Nowadays, 3D printing of homes is being achieved on an experimental basis by depositing extruded concrete in layers up to the ceiling to make walls, and then building a roof on top of the walls by conventional methods. This practice is not suitable to make bridges, multistory offi

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Tripepi, Concetta, Francesco Nucera, Lawrence A. Bergman, D. Michael McFarland, and Alexander F. Vakakis. "Application of Targeted Energy Transfer (TET) Techniques to the Seismic Protection of a Small Scale Multistorey Eccentric Steel Structure." In ASME 2011 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/detc2011-48923.

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The aim of this work is to show that is possible to apply the Nonlinear Energy Sink (NES) concept to protect seismically excited eccentric steel structures through Targeted Energy Transfer (TET). We consider, as the primary (linear) system, a small-scale four-storey unsymmetrical-plan building, modeled as a twelve-degree-of-freedom-system, with floors sufficiently rigid so that the frame can reasonably be considered as shear-type and with additional eccentric mass for each floor. To the primary (linear) system, we connect two NESs, which are non-smooth and precisely the vibro-impact devices (V

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Gorbunov, Maksym. "Design of a Multi-Use, Highly Efficient Intermodal Container System." In 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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This paper details the design of a shipping container concept with a purpose of being not only highly efficient in transport but also after arrival. In order to reduce mass while also increasing the ability to carry heavier loads, Lightweight structures and materials are employed instead of simple steels or cast iron used in current designs. The second goal of the design was to create a weld free structure that can be easily assembled and disassembled without the need for special labor and skills saving time, space and resources when shipping empty container or storing containers that are not

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