Relevant bibliographies by topics / Multi-Storey Building

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

Academic literature on the topic 'Multi-Storey Building'

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

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Journal articles on the topic "Multi-Storey Building"

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Slavin, Alexey, Sevada Grigoryan, Egor Popandopulo, and Aleksandra Balaeva. "Multi-storey wooden house building." E3S Web of Conferences 110 (2019): 01035. http://dx.doi.org/10.1051/e3sconf/201911001035.

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The study solves the following tasks: analysis of construction technologies that prevent environmental pollution, the development of wooden housing construction objects, the wooden housing construction strategy and the term of its implementation, and a comparison of Russian and international experience in the development of wooden housing construction. According to the results of the study, the technology of construction of multi-storey wooden houses can be a very promising component for improving the quality of life of the population, moreover, a priority from an economic point of view and effective for the development of facilities that contribute to the improvement and compliance with environmental safety requirements. The most effective type of construction in this industry is the construction of LVL timber and CLT panels. Minimum construction time, environmental friendliness and availability of this technology will accordingly improve the living conditions of the population and thus the overall environmental condition.
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Sing, Michael C. P., Venus W. C. Chan, Joseph H. K. Lai, and Jane Matthews. "Energy-efficient retrofitting of multi-storey residential buildings." Facilities 39, no. 11/12 (June 1, 2021): 722–36. http://dx.doi.org/10.1108/f-08-2020-0094.

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Purpose Sustainable retrofitting of aged buildings plays a significant role in reducing energy demands and greenhouse gas emissions. This study aims to assess the performance and effectiveness of energy retrofit measures (ERMs) for an archetype of aged multi-storey residential buildings. Design/methodology/approach The methodology consists of three parts, namely, a desktop study including the selection of a case-study building and identification of ERM options for the building; development of a computer model to simulate the building’s energy use in the baseline scenario and different scenarios of ERMs; and evaluation of the ERMs based on energy-saving rate. Findings Among the 13 ERMs tested, lighting-related ERMs were found to be optimal measures while window fin is the least suitable option in terms of energy saving. Based on the research findings, a two-level retrofitting framework was developed for aged multi-storey buildings. Research limitations/implications Future studies may take a similar approach of this study to develop retrofitting frameworks for other types of buildings, and further research paper can be extended to study retrofitting for buildings in a district or a region. Practical implications The findings of this study can serve as a reference for building owners to select effective ERMs for aged multi-storey buildings, which invariably exist in developed cities. Originality/value This study presents a pioneering work where an energy model and a building archetype were used to analyze the energy savings of a variety of ERMs that are applicable to aged multi-storey buildings.
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Zihni, Muhamad, Riza Suwondo, and Made Suangga. "Pushover analysis of multi-storey concrete structures." IOP Conference Series: Earth and Environmental Science 1169, no. 1 (April 1, 2023): 012005. http://dx.doi.org/10.1088/1755-1315/1169/1/012005.

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Abstract Indonesia is located at the confluence of three main tectonic plates which makes it one of the countries with the highest earthquake risk in the world. Recorded experiences has showed that the earthquake cause damage to buildings particularly multi-storey building structures. The purpose of this study is to determine the performance level of multi-storey reinforced concrete structures using a performance-based design method based on the ATC-40 and FEMA 440 regulations. The buildings in this study are 4-storey and 8-storey buildings. The effect of column size, beam size, and concrete quality are investigated. This study results the performance level, capacity curve, level of effectiveness of variations based on pushover analysis using the ATC-40 and FEMA 440. It can be concluded that the building structure is considered as Operational category based on the ATC-40 and FEMA 440 regulations. On the other hand, for the level of effectiveness of variations in building structures, it is more effective to enlarge the column cross-sectional dimensions and increase the height of the beam for 4-storey and 8-storey buildings, respectively.
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Mestvirishvili, Shota, Irina Denisova, and Giorgi Chaghiashvili. "Gas Supply of Multi-Storey Building." Works of Georgian Technical University, no. 2(520) (June 25, 2021): 188–93. http://dx.doi.org/10.36073/1512-0996-2021-2-188-193.

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When the pressure of natural gas changes, a significant level difference appears between the gas control point and the location of the consumer. In this case, the pressure value may exceed safety standards. In buildings, supplying gas to the burner with a value other than the nominal pressure causes incomplete combustion of the fuel and the formation of carbon monoxide. Leakage of natural gas at pressures above the nominal leads to a rapid increase in the percentage of gas in the room air above the lower concentration limit of explosiveness, which makes the mixture explosive. In this regard, in some countries, building codes do not allow gasification of buildings above 10 floors. In Georgia, such a ban does not exist and this problem becomes relevant, since a large number of high-rise buildings have been built in the country and almost 100% of them are gasified.
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Sun, Jingjing. "Autoclaved Aerated Concrete Block Prefabricated Multi-Storey Building Technology." Journal of World Architecture 6, no. 2 (March 4, 2022): 1–4. http://dx.doi.org/10.26689/jwa.v6i2.3703.

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In active response to the national requirements of promoting green building materials and developing prefabricated buildings, it is necessary to continuously optimize and reasonably employ relevant technologies. Autoclaved aerated concrete block prefabricated multi-storey building technology is a new technology, which will not only effectively realize green environmental protection in construction engineering, but also promote the further development of prefabricated buildings. Therefore, this paper analyzes the autoclaved aerated concrete block prefabricated multi-storey building technology for future references.
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Gupta, Diksha, and Deepti Hazari. "COMPARISON OF MULTISTOREY BUILDING USING RESPONSE SPECTRUM ANALYSIS IN DIFFERENT SEISMIC ZONES BY USING STAAD.PRO SOFTWARE." YMER Digital 21, no. 08 (August 8, 2022): 353–68. http://dx.doi.org/10.37896/ymer21.08/31.

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A multi-storey building is just a building that has multiple storeys above the ground. A multi storied building is either residential or commercial. Migration of individuals from rural to urban centres where job opportunities are significant. The land available for building to accommodate this migration is becoming scarce which ends in rapid increase within the cost of land. And this leads to construction of multi-storeyed buildings as they supply an outsized floor area in an exceedingly relatively small area of land in urban cities. A comparison of highrise buildings by response spectrum analysis in different seismic zones of India. The main objective of this research paper is to compare regular and irregular buildings in seismic zone III & zone V by response spectrum analysis in STAAD. Pro. The soil type taken into consideration is medium soil type. The aim is to find base shear, storey drift and story displacement and eigen value and eigen vector by response spectrum analysis. Cost analysis has also been done. Analysis is done as per IS 456:2000 and IS 1893:2002. It focuses on dynamic analysis of buildings. Without increasing the area, we can extend only the building’s floor to design a multi-storied building as this will save overall building cost. Key Words: Seismic Analysis, Response Spectrum Analysis, Base Shear, Storey Drift, Story Displacement, STAAD.Pro
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Kolchunov, Vitaly I., and Olesya B. Bushova. "Deformation of reinforced concrete frames of multi-storey buildings in extreme conditions under special influences." Structural Mechanics of Engineering Constructions and Buildings 18, no. 4 (November 30, 2022): 297–306. http://dx.doi.org/10.22363/1815-5235-2022-18-4-297-306.

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In order to increase plasticity during destruction along inclined sections and to protect against progressive collapse of reinforced concrete frames of multi-storey buildings, a variant of cross reinforcement of crossbars in such frames is proposed. The results of a numerical study of the reinforced concrete frame of a multi-storey building with a special impact in the form of an extraordinary hypothetical removal from the work of one of the columns are presented. The modeling of the deformation of the frame is carried out in three versions: the frame of the entire building in the rod setting, a fragment of the building in the column removal zone and a fragment of crossbars adjacent to the column being removed using volumetric finite elements. The obtained results showed the effectiveness of the proposed variant of cross-reinforcement of crossbars to protect a multi-storey frame building from progressive collapse, as well as the effectiveness of using the proposed variant of three-level models for calculating the parameters of static-dynamic deformation of the carcasses of multi-storey buildings under the considered special impacts.
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Ruslan Dadashov, Ruslan Dadashov. "ANALYSIS OF USING ELECTRONIC FIRE SAFETY SYSTEMS." PAHTEI-Procedings of Azerbaijan High Technical Educational Institutions 11, no. 07 (November 5, 2021): 35–43. http://dx.doi.org/10.36962/pahtei1107202135.

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High-rise multi-storey buildings are one of the most widely used types of buildings in town-planning (urban planning). Depending on their purpose, high-rise multi-storey buildings are considered to be both constructive and engineering-technically complex objects. The current use of modern construction technologies intends the widespread use of a large number of engineering systems in high-rise multi-storey buildings. These include such examples as ventilation, heating, lighting, communications, building automation, etc. It should be pointed out that fire safety systems play one of the key roles in building automation. This is due to the fact that multi-storey buildings have rather high energy consumers and the use of a large number of various systems consequently increase the probability of fire occurence. In addition, it is worth pointing out that the human factor plays an important role in fire occurrence, because human is the direct author of constructive and technical solutions, the end user of the apartments having a high probability of fire, so much depends on his actions as a result. The main purpose of the paper is to analyze the use of various technical units to increase the efficiency of multi-storey buildings in terms of fire safety. First, fire is studied as a physicochemical process and then analysis of various fire safety problems that arise during the operation of multi-storey buildings in the Republic of Azerbaijan and foreign countries and their practical solutions based on this analysis are examined in the article. Keywords: fire, smoke extraction/ventilation systems, fire alarm systems, fire detectors, fire controllers, building automation, video analytics
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Gowda, Tejas. "A Comparative Study on Seismic Analysis of Multistorey RC Building Connected with Different Dampers and Without Dampers." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (July 31, 2022): 3278–83. http://dx.doi.org/10.22214/ijraset.2022.45700.

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Abstract: Due to growing in huge population and hasty urbanization, in modern era high rise building construction is increasing more than ancient days, high rise buildings are basically subjected to lateral loads or forces such as wind load and earthquake loads, seismic damper is the one of the device used to reduce storey responses in high rise building era,the work is made to comparative study on seismic behavior of multi storey rc building connected without and with dampers G+15 building of regular building plan of 34 m X 24 m is considered for analysis ETABS software is used for modeling and analysis of structure, the comparison made on storey responses like storey displacement, storey drift, storey shear, modal time period and frequency
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Khatiwada, Prashidha, Elisa Lumantarna, Nelson Lam, and Daniel Looi. "Fast Checking of Drift Demand in Multi-Storey Buildings with Asymmetry." Buildings 11, no. 1 (December 28, 2020): 13. http://dx.doi.org/10.3390/buildings11010013.

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Buildings possessing an asymmetrical arrangement of structural elements are torsionally unbalanced and can be vulnerable in a seismic event. Building codes of practices typically recommend the use of three-dimensional dynamic analysis to determine the seismic demands of a multi-storey building. Whilst most design practices are well equipped with commercial software for undertaking such analyses, designers often find it difficult to verify results. Much of the published technical articles present findings for buildings based on an idealised single-storey model. As a result of challenges in dealing with real multi-storey buildings, there has been very limited uptake of research findings in design practices. This article presents a three-tiered approach of estimating the displacement behaviour of the building in term of 3D/2D displacement ratio. The estimate can be used for verifying results reported from a computer package conveniently. The quick method provides predictions of the 3D/2D ratio and only requires the gross plan dimensions of the building to be known. The refined method requires knowledge of the torsional stiffness properties to be known, whereas the detailed method requires the eccentricity properties to be known as well. The proposed methodology is robust and reliable, as is demonstrated by case studies undertaken on six real multi-storey buildings.
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Dissertations / Theses on the topic "Multi-Storey Building"

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Kennedy, Rosemary J. "[Dense, subtropical, sustainable] the liveable multi-storey apartment building." Thesis, Queensland University of Technology, 2015. https://eprints.qut.edu.au/84869/1/Rosemary_Kennedy_Thesis.pdf.

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This study examined the potential for apartment living to become more socially and environmentally acceptable in Australian society generally, and in subtropical cities particularly. Resolution of incongruities between residents' preferred attributes and other stakeholders' main interests has important implications for reshaping lifestyle expectations and design practice as society moves toward a post-carbon future.
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Vessby, Johan. "Shear walls for multi-storey timber buildings." Licentiate thesis, Växjö University, School of Technology and Design, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:vxu:diva-2420.

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Wind loads acting on wooden building structures need to be dealt with adequately in order to ensure that neither the serviceability limit state nor the ultimate limit state is exceeded. For the structural designer of tall buildings, avoiding the possibly serious consequences of heavy wind loading while taking account at the same time of the effects of gravitation can be a real challenge. Wind loads are usually no major problem for low buildings, such as one- to two-storey timber structures involving ordinary walls made by nailing or screwing sheets of various types to the frame, but when taller structures are designed and built, serious problems may arise.

Since wind speed and thus wind pressure increases with height above the ground and the shear forces transmitted by the walls increase accordingly, storey by storey, considerable efforts can be needed to handle the strong horizontal shear forces that are exerted on the bottom floor in particular. The strong uplift forces that can develop on the wind side of a structure are yet another matter that can be critical. Accordingly, a structure needs to be anchored to the substrate or to the ground by connections that are properly designed. Since the calculated uplift forces depend very much upon the models employed, the choice of models and simplifications in the analysis that are undertaken also need to be considered carefully.

The present licentiate thesis addresses questions of how wind loads acting on multi-storey timber buildings can be best dealt with and calculated for in the structural design of such buildings. The conventional use of sheathing either nailed or screwed to a timber framework is considered, together with other methods of stabilizing timber structures. Alternative ways of using solid timber elements for stabilization are also of special interest.

The finite element method was employed in simulating the structural behaviour of stabilizing units. A study was carried out of walls in which sheathing was nailed onto a timber frame. Different structural levels were involved, extending from modelling the performance of a single fastener and of the connection of the sheathing to frame, to the use of models of this sort for studying the overall structural behaviour of wall elements that possess a stabilizing function. The results of models used for simulating different load cases for walls agreed reasonably well with experimental test results. The structural properties of the fasteners binding the sheathing to the frame, as well as of the connections between the members of the frame were shown to have a strong effect on the simulated behaviour of shear wall units.

Regarding solid wall panels, it was concluded that walls with a high level of both stiffness and strength can be produced by use of such panels, and also that the connections between the solid wall panels can be designed in such a way that the shear forces involved are effectively transmitted from one panel to the next.

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Pourghazian, Hanif. "Industrial Construction Methods for Cost-Effective and Sustainable Multi-Storey Buildings." Doctoral thesis, Stockholm : Royal Institute of Technology, 2008. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-9212.

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Vessby, Johan. "Analysis of shear wallsfor multi-storey timber buildings." Doctoral thesis, Linnéuniversitetet, Institutionen för teknik, TEK, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-11489.

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This doctoral thesis addresses questions of how wind loads acting on multistoreytimber buildings can be dealt with by structural design of such buildings.The conventional use of sheathing either nailed or screwed to a timberframework is considered, together with other stabilizing structures such ascross-laminated timber panels.The finite element method was employed in simulating the structuralbehaviour of stabilizing wall units. A series of studies was carried out of walls inwhich the sheathing was nailed to a timber frame. Different structural levelswere studied starting with modelling the performance of single sheathing-toframingconnections, to the use of models for studying the overall structuralbehaviour of walls. The results of calculations using models for simulation ofwalls subjected to different loading agree reasonably well with experimentalresults. The structural properties of the connections between the sheathing andthe frame, as well as of the connections between the members of the frame,were shown to have a substantial effect on the simulated behaviour of shearwall units. Both these types of connections were studied and described inappended papers.Regarding cross-laminated timber wall panels, it was concluded that walls witha high level of both stiffness and strength can be produced by the use of suchpanels, and also that the connections between the solid wall panels can bedesigned in such a way that the shear forces involved are transmitted from onepanel to the next in an efficient manner.Other topics in the thesis include the properties of connections between shearwalls and the rest of the building. Typically high tension forces occur at specificpoints in a timber structure. These forces need to be transmitted downwards inthe structure, ultimately connecting them to the substrate. A lap-joint that maybe used for this purpose has been studied using generalized Volkersen theory.Finally the maximum capacity of a conventional rail to substrate connection hasbeen examined using linear and nonlinear fracture mechanics.
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Yildirim, Ilyas. "Optimal Wind Bracing Systems For Multi-storey Steel Buildings." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12610792/index.pdf.

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The major concern in the design of the multi-storey buildings is the structure to have enough lateral stability to resist wind forces. There are different ways to limit the lateral drift. First method is to use unbraced frame with moment-resisting connections. Second one is to use braced frames with moment-resisting connections. Third one is to use pin-jointed connections instead of moment-resisting one and using bracings. Finally braced frame with both moment-resisting and pin-jointed connections is a solution. There are lots of bracing models and the designer should choose the appropriate one. This thesis investigates optimal lateral bracing systems in steel structures. The method selects appropriate sections for beams, columns and bracings, from a given steel section set, and obtains a design with least weight. After obtaining the best designs in case of weight, cost analysis of all structures are carried out so that the most economical model is found. For this purpose evolution strategies optimization method is used which is a member of the evolutionary algorithms search techniques. First optimum design of steel frames is introduced in the thesis. Then evolution strategies technique is explained. This is followed by some information about design loads and bracing systems are given. It is continued by the cost analysis of the models. Finally numerical examples are presented. Optimum designs of three different structures, comprising twelve different bracing models, are carried out. The calculations are carried out by a computer program (OPTSTEEL) which is recently developed to achieve size optimization design of skeletal structures.
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Muca, Matilda, and Celine Haikal. "Seismic analysis and retrofitting of an existing multi-storey building in Stockholm." Thesis, KTH, Betongbyggnad, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-231453.

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Throughout the years earthquakes are a huge concern for structures; causing losses of peoples’ lives, damages and collapse of homes. Usually, most of the buildings that collapse or have serious damages are mostly old buildings that do not fulfil any longer the updated regulations and building codes concerning seismic design. The purpose of this Master’s thesis is to analyse and strengthen an existing building given by the company Sweco, by using proper and innovative retrofitting techniques; considering Eurocode 8 and collected data from previous studies. The selected building is a seven-storey structure in Stockholm; consists of prefabricated concrete and steel elements and is tested under seismic loading to investigate the global behaviour of the structure using the software MIDAS GEN. Two analyses are performed; assessment analysis which includes modelling of the given structure where the structural capacities are studied. The second analysis is the seismic analysis which includes two secondary analyses; before seismic retrofitting and after seismic retrofitting respectively. In the seismic analysis before the seismic retrofitting is applied, the main scope is to identify the most critical positions of the building where it behaves abnormally and the displacements are high enough in order to modify the structure to decrease displacements. Moreover, the frequencies were obtained and examined. The second seismic analysis includes the modified structure; where it was tested with different alternative methods of seismic retrofitting in order to identify which technique is the most proper one to optimise the strength and the structural performance of the given building. Finally, it appeared that a combination of seismic retrofitting methodologies was the most suitable selection. The selected combination consists of steel bracings and prefabricated reinforced concrete walls (shear walls). After performing the seismic retrofitting analysis, results of the frequencies and displacements of the structure were acquired and compared with the un-retrofitted analysis. The obtained results displayed that using this structural modification improved by increasing the frequency in the transverse direction (y) by 57.2%, in the longitudinal direction (x) by 27.6% and rotational along the z-axis by 12.9%; lastly, by decreasing the displacements in the x- and y-direction remarkably. Consequently, a combination of innovative seismic retrofitting methods appeared to be more effective, achieving a more resistant building under seismic hazards, by improving the stability and ductility of the structure. This gives rise to further researches and investigations for future solutions regarding seismic retrofitting applications and methodologies.
Jordbävningar är skakningar i marken som orsakar förluster av människors liv och leder till skador och kollaps av byggnader. Vanligtvis är de flesta byggnader som har allvarligt skadats eller kollapsat, äldre byggnader som inte längre uppfyller de uppdaterade byggreglerna för seismisk design. Syftet med detta examensarbete är att analysera och stärka en befintlig byggnad som har distribuerats av konsult företaget Sweco; lämpliga och innovativa seismisk eftermonteringsmetoder har använts för att förbättra byggnadens tillstånd med hjälp av insamlat vetenskapliga artiklar, tidskrifter och tidigare examensarbete samt svensk standard (Eurokod 8 - för dimensionering av bärverk med avseende på jordbävning). Den utdelade byggnaden är sju våningar hög och ligger i Stockholm. Den består av prefabricerade betong- och stålelement. Byggnaden kommer att testas under seismisk belastning med hjälp av programvaran MIDAS GEN, för att sedan examinera byggnadens globala beteende. Två analyser har utförts; en bedömningsanalys som innefattar granskning av den givna byggnadens kapacitet. Den andra analysen är den seismiska analysen som omfattar två sekundära analyser; en ’före applikation av seismisk eftermonteringsmetod’ och en ’efter applikation av seismisk eftermonteringsmetod’. I den första seismiska analysen, identifieras de mest kritiska positionerna där byggnadens beteende är avvikande med höga förskjutningar och låga frekvenser; således, är behovet av att modifiera och förbättra byggnadens prestanda betydande. Den andra seismiska analysen innefattar den modifierade byggnaden, som har testats med olika alternativa seismiska eftermonteringsmetoder för att identifiera vilken teknik som är mest passande för att optimera byggnadens hållfasthet, elasticitet och prestanda. Efter många experimentella försök, framgick det att en kombination av varierande seismiska eftermonteringsmetoder var det mest lämpliga urvalet. Den valda kombinationen består av stålfackverk och skjuvväggar. Efter genomförandet av den seismiska eftermonteringsanalysen erhölls resultat av frekvensen och förskjutningarna av byggnaden som sedan jämfördes med den första seismiska analysen, innan en eftermonteringsmetod var tillämpad. De erhållna resultaten visade att valet av denna modifikation har förbättrat byggnadens prestanda genom att öka frekvensen i tvärriktningen (y) med 57,2%, i längdriktningen (x) med 27.6% och rotationsfrekvensen längs z-axeln med 12.9%; slutligen, genom att minska förskjutningarna i x- och y-riktningen anmärkningsvärt. Följaktligen, verkade en kombination av varierande seismiska eftermonteringsmetoder vara effektiv, vilket resulterade i en seismisk resistent byggnad med avsevärt god hållfasthet, elasticitet och stabilitet. Denna forskning ger upphov till ytterligare efterforskningar och undersökningar för framtida lösningar avseende seismiska eftermonteringsapplikationer och metoder.
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Peng, Jiahao. "Performance and Design of Composite Modular System with Tenon Connections for Multi-Storey Buildings." Thesis, The University of Sydney, 2021. https://hdl.handle.net/2123/26788.

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Modular building is an innovative construction method based on advanced manufacturing technologies, which is a more eco-friendly, effective, and cost-saving alternative than conventional methods. The primary objective of this thesis is to design a sufficient composite modular system for multi-storey applications and provide design recommendations based on system-level analyses under earthquakes, winds, and sudden column losses. In the course of this thesis, a numerical model is first created for an existing tenon-connected inter-module connection to investigate its effects on the building’s lateral resistance. A cohesive interface model is used to account for the weld fracture. Due to the semi-rigid connectivity, there are around 53% and 28% reductions in the yield and maximum capacity of the building, respectively. The displacement coefficient method per American guidelines FEMA-356 is then adopted to predict the maximum deformation of the modular buildings under different design seismic loads. To strengthen the modular buildings, a novel composite modular system is newly proposed, which consists of concrete-filled steel tubular columns, laminated double beams, and integrated composite slabs. The structural responses of the composite modular buildings are assessed under design wind actions per Australian Standards AS 1170.0-2. The results indicate that the proposed buildings have sufficient design capacity but insufficient deflection control. The progressive collapse analysis is performed on the buildings in sudden column loss scenarios per Unified Facilities Criteria UFC 4-023-03. The results show that alternate load paths are activated after the notional column removals, and the progressive collapse is unlikely for the scenarios under consideration. Finally, the suitable dynamic increase factors of 1.90 and 1.60 are recommended for the 4- and 12-storey modular buildings, respectively, allowing peak dynamic responses to be predicted using the static approach.
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Goertz, Caleb. "Energy based seismic design of a multi-storey hybrid building : timber-steel core walls." Thesis, University of British Columbia, 2016. http://hdl.handle.net/2429/57669.

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This thesis discusses a novel timber-steel core wall system for use in multi-storey buildings in high seismic regions. This hybrid system combines Cross Laminated Timber (CLT) panels with steel plates and connections to provide the required strength and ductility to core walled buildings. The system is first derived from first principles and validated in SAP2000. In order to assess the feasibility of the system it is implemented in the design of a 7-storey building based off an already built concrete benchmark building. The design is carried out following the equivalent static force procedure (ESFP) outlined by the National Building Code of Canada for Vancouver, BC. To evaluate the design bi-directional nonlinear time history analysis (NLTHA) is carried out on the building using a set of 10 ground motions based on a conditional mean spectrum. To improve the applicability of the hybrid system an energy based design methodology is proposed to design the timber-core walled building. The methodology is proposed as it does not rely on empirical formulas and force modification factors to determine the final design of the structure. NLTHA is carried out on the proposed methodology using 10 ground motions to evaluate the suitability of the method and the results are discussed and compared to the ESFP results.
Applied Science, Faculty of
Engineering, School of (Okanagan)
Graduate
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Allahverdiyev, Rovshan. "Effects of beam configuration on dynamic properties and seismic performances of multi-storey frame building models." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2020.

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The present study aims at comparing the dynamic properties and seismic performances offered by reinforced concrete frame structures characterised by different beams distribution. Multi-storey regular frame buildings are considered as reference structures. Different models are then developed according to various layout of the beams (x-direction is the longitudinal direction, whilst y-direction is the transversal one): (1) beams placed along the x-direction at the odd storeys and placed along the y-direction at the even storeys; (2) beams placed along the y-direction at the odd storeys and placed along the x-direction at the even storeys; (3) and (4) alternating beams every two storeys; (5) beams placed along the x-direction at all storeys; (6) beams placed along the y-direction at all storeys; (7) complete three-dimensional frame with beams placed along both the x- and the y-direction at all storeys. In all models, smaller perimeter beams are placed along the direction orthogonal to the one of the main beams. Modal analysis has been conducted to evaluate the influence of beams distribution on the period of vibration. Response spectrum and time-history dynamic analyses have been carried out to assess the effects of beams distribution on the base shear and base bending moments, top-storey displacements, interstorey displacements and floor accelerations. On the contrary of what could be expected, the results indicate that structures with beams alternating every storey do not behave unfavorably with respect to the complete three-dimensional frames. In more detail, two effects may be clearly recognized: one associated to the period and one associated to the static scheme. The former acting basically on the base shear; the latter acting mainly on the base bending moment. The understanding of the influence of beams distribution on frame structures is useful when dealing with seismic vulnerability assessment of existing buildings and design of new buildings.
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Cenac-Morthe, Romain. "Heating energy consumption of a multi-storey municipal residential building : Measurement methodology analysis, modeling and optimization." Thesis, KTH, Byggvetenskap, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-44553.

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Energy issues in the building sector become more and more important nowadays. Although the technology improves, the energy consumption remains the same because of people’s way of living. To reduce the energy consumption, it is possible to improve the technical components that form the building envelope and to change people’s habits. This report aims at determining the best measurement methodology of the heating and hot water consumption of a building to insure real-time visualization and evaluating the energy savings that could be made by changing people habits. To do so, an existing measurement methodology is analyzed by making error calculations and computer-based modeling and simulations are carried out to determine the heating consumption of the building under different conditions. The program DesignBuilder is used to assess the energy consumption of the building. The study shows that a consequent reduction of the heating consumption is possible by only changing people’s habits. Real-time visualization would be really helpful but it needs very accurate measurements that are almost impossible if they are not integrated in the first stages of the building process.
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Books on the topic "Multi-Storey Building"

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1912-, Henn Walter, Sontag H, and Godfrey G. Bernard, eds. Multi-storey buildings in steel. 2nd ed. New York: Nichols Pub. Co., 1985.

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Lawson, R. M. Steel in multi-storey residential buildings. Ascot: Steel Construction Institute, 2004.

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Hart, F. Multi-storey buildings in steel. 2nd ed. London: Collins, 1985.

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W, Henn, Sontag H, and Godfrey G. Bernard, eds. Multi-storey buildings in steel. 2nd ed. London: Collins, 1985.

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National Economic DevelopmentCouncil. Constructional Steelwork Economic Development Committee. Efficiency in the construction of steel framed multi-storey buildings. London: National Economic Development Office, 1985.

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Gray, B. A. Steel framed multi-storey buildings: The economics of construction in the UK. 2nd ed. Croydon: Constrado, 1985.

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Gray, B. A. Steel framed multi-storey buildings, the economics of construction in the UK. 2nd ed. Croydon: Constrado, 1985.

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Smith, Ian, and Andrea Frangi. Use of Timber in Tall Multi-Storey Buildings. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2014. http://dx.doi.org/10.2749/sed013.

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<p>Since the dawn of civilization, timber has been a primary material for achieving great structural engineering feats. Yet during the late 19th century and most of the 20th century it lost currency as a preferred material for construction of large and tall multi-storey building superstructures. This Structural Engineering Document (SED) addresses a reawakening of interest in timber and timber-based products as primary con-struction materials for relatively tall, multi-storey buildings. Emphasis throughout is on holistically addressing various aspects of performance of complete systems, reflecting that major gaps in knowhow relate to design concepts rather than technical information about timber as a material. Special con-sideration is given to structural form, fire vulnerability, and durability aspects for attaining desired building performance over lifespans that can be centuries long.</p>
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Association, British Cement, and Reinforced Concrete Council, eds. Economic concrete frame elements: A pre-scheme design handbook for the rapid sizing and selection of reinforced concrete frame elements in multi-storey buildings. Crowthorne: BCA, 1997.

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Couchman, G. H. (Graham H.) and Steel Construction Institute (Great Britain), eds. Acoustic detailing for multi-storey residential buildings. Ascot: Steel Construction Institute, 2004.

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Book chapters on the topic "Multi-Storey Building"

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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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Fang, Cheng, and Wei Wang. "Structural Responses: Multi-storey Building Frames." In Shape Memory Alloys for Seismic Resilience, 221–58. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7040-3_6.

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Gloria, Terenzi, Sorace Stefano, Melani Damiano, and Fuso Elena. "Multi-storey Building Retrofit by ADAS-Equipped Braces." In Lecture Notes in Civil Engineering, 532–45. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-21187-4_45.

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Ranjit, Sreelakshmi, and Nincy Jose. "Seismic Performance of Floor Diaphragm Openings in Multi Storey Building." In Lecture Notes in Civil Engineering, 181–90. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80312-4_15.

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Terenzi, Gloria, Stefano Sorace, Damiano Melani, and Elena Fuso. "Correction to: Multi-storey Building Retrofit by ADAS-Equipped Braces." In Lecture Notes in Civil Engineering, C1. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-21187-4_93.

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Bidreddy, Ratnakala S., and Shankar H. Sanni. "Seismic Analysis of Multi-storey Building on Sloping Ground with Ground, Middle and Top Soft Storey." In Lecture Notes in Civil Engineering, 149–65. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2826-9_11.

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Anjali, N. Y., and B. R. Beena. "Seismic Performance of Multi-storey RC Building with Coupled Shear Walls." In Lecture Notes in Civil Engineering, 219–26. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80312-4_18.

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Verma, Arjit, P. Pal, and Y. K. Gupta. "Non-linear Dynamic Analysis of a Multi-storey Building Subjected to Earthquakes." In Lecture Notes in Civil Engineering, 231–42. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5195-6_18.

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Madhekar, S. N., and S. M. Marathe. "Vibration Control of Benchmark Building with Single and Multi-storey Stacked TMDs." In Lecture Notes in Mechanical Engineering, 441–53. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5693-7_32.

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Farheen, Shaik Shaista, and B. Rohini. "Seismic Response of Multi-storey Building with Different Plan Configuration Using X-Bracing." In Lecture Notes in Civil Engineering, 963–78. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-2826-9_60.

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Conference papers on the topic "Multi-Storey Building"

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Lorterapong, Pasit, and Osama Moselhi. "Constraint-Directed Scheduling for Multi-Storey Building Projects." In 13th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 1996. http://dx.doi.org/10.22260/isarc1996/0058.

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Zhang, Qun, Xiaojun Wu, Bingbing Liu, Albertus Hendrawan Adiwahono, Tran Anh Dung, and Tai Wen Chang. "A hierarchical topological planner for multi-storey building navigation." In 2015 IEEE International Conference on Advanced Intelligent Mechatronics (AIM). IEEE, 2015. http://dx.doi.org/10.1109/aim.2015.7222624.

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Bober, Waldemar, and Kajetan Sadowski. "Removable Multi-storey Detached Parking - Design aspect of building." In Annual International Conference on Architecture and Civil Engineering (ACE 2014). Global Science and Technology Forum, 2014. http://dx.doi.org/10.5176/2301-394x_ace14.76.

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A. Guerrero, Miguel, and Andrés Montoyo. "A Construction Planning Model for Multi-Storey Building Projects." In Annual International Conference on Architecture and Civil Engineering (ACE 2014). Global Science and Technology Forum, 2014. http://dx.doi.org/10.5176/2301-394x_ace14.72.

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Skotnicova, Iveta, Vojtech Kolarcik, and Ondrej Fadrny. "COMPARISON OF DAYLIGHTING IN MULTI-STOREY BUILDING ACROSS EUROPE." In 22nd SGEM International Multidisciplinary Scientific GeoConference 2022. STEF92 Technology, 2022. http://dx.doi.org/10.5593/sgem2022v/6.2/s27.67.

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This article compares daylighting in administrative building located in different climatic zones - Sweden, Czech Republic and Greece. Theese locations were chosen to best demonstrate the different lighting conditions across Europe. One room was selected and modelled, for which the daylighting in each country was then simulated and calculated. The values of the daylight factor were observed for simultaneous identical changes in window geometry and wall reflectance in all cases. Depending on the changes in window geometry and reflectance of the surfaces surrounding the treatment room, the change in the area where the standard daylighting requirements are met was analyzed. The distribution of daylight factor values in each case was also examined. Finally, the. results for the demonstrated climate zones were compared. Modelling, simulation and subsequent calculation was carried out in the Building Design program.
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Sardiwal, Devendra, Rekha Shinde, and Oshin Victor. "A performance based seismic analysis of irregular multi-storey building with soft-storey: A review." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON SUSTAINABLE MATERIALS AND STRUCTURES FOR CIVIL INFRASTRUCTURES (SMSCI2019). AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5127132.

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Martin, Jim, Danilo Marino, Tyrone Miller, and James Bingham. "Design of multi-storey buildings for transportation." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.1281.

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<p>Self-Propelled Modular Transporters (SPMT) are commonly used to lift and move relatively heavy and rigid structures such as oil platforms and bridges. The aim of this paper is to show how to design and analyse a conventional multi-storey building for transportation by SPMTs. The case study is the design of a major international airport pier to be built outside the secure airport perimeter and moved to its permanent airside location using SPMTs. Large scale modular construction methodologies have been adopted to maximise the reuse of the same transport beams and transporters for each module.</p><p>The benefits of this approach for this project are to ensure the majority of the construction activities can take place on a landside site rather than airside. By eliminating the security checks and subsequent transporting of workers this can save in the order of 4,000 workdays, 2,000 bus journeys and associated security and escorting costs. Furthermore the airside area of the airport is not sterilised by long term construction activities resulting in a 6 month benefit to the delivery programme.</p>
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Vo, Minh-Thanh, Van-Su Tran, Tuan-Duc Nguyen, and Huu-Tue Huynh. "Wireless Sensor Network for multi-storey building: Design and implementation." In 2013 International Conference on Computing, Management and Telecommunications (ComManTel). IEEE, 2013. http://dx.doi.org/10.1109/commantel.2013.6482386.

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Shashikala, K. L., C. L. Mahesh Kumar, and K. G. Shwetha. "Progressive collapse of multi-storey building subjected to blast load." In THE 8TH ANNUAL INTERNATIONAL SEMINAR ON TRENDS IN SCIENCE AND SCIENCE EDUCATION (AISTSSE) 2021. AIP Publishing, 2022. http://dx.doi.org/10.1063/5.0117192.

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Balamurugesan, T., T. Karthick, A. Mohammed Aathil, M. Raasik, S. L. Raja, and S. Kamalesh. "Planning, designing and analysing of multi storey building using STAAD.Pro." In INTERNATIONAL CONFERENCE ON MINERALS, MATERIALS AND MANUFACTURING METHODS (ICMMMM). AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0158369.

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Reports on the topic "Multi-Storey Building"

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Johra, Hicham. General Study Case Description of TMV 23: A Multi-Storey Office Building and Living Lab in Denmark. Department of the Built Environment, 2023. http://dx.doi.org/10.54337/aau511019002.

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Giacometti, Alberto, and Hilma Salonen. Innovation Dynamics in Wood Construction in Sweden and Finland. Nordregio, February 2023. http://dx.doi.org/10.6027/wp2023:2.1403-2511.

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This publication provides the results of a case study on the construction sector transformation process triggered by the emergence of wood-based construction in Sweden and Finland, particularly of multi-storey buildings. The case reconstructs the micro-processes leading to innovations and breakthroughs in the market.
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NUMERICAL STUDIES ON THE SEISMIC BEHAVIOUR OF A PREFABRICATED MULTI-STOREY MODULAR STEEL BUILDING WITH NEW-TYPE BOLTED JOINTS. The Hong Kong Institute of Steel Construction, March 2021. http://dx.doi.org/10.18057/ijasc.2021.17.1.1.

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SHAKING TABLE TEST OF NEW LIGHT STEEL STRUCTURE SYSTEM. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.342.

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The low-rise cold-formed thin-walled steel buildings have good seismic performance, and their lateral force resistance is generally provided by the pull-out parts, the wall skeleton support system, and the skin effect between the wall skeleton and the wall. However, the current cold-formed thin-walled steel residential system is difficult to meet the seismic requirements of multi-storey cold-formed thin-walled steel buildings in high intensity areas. In this paper, the thin steel brace and light steel skeleton are combined to form a wall skeleton with a new support system with "truss structure" at the top and bottom of the skeleton. A full-scale shaking table test model is designed and made, and its structural dynamic characteristics and dynamic response are studied by shaking table test. The results show that the horizontal steel strap and inclined steel strap are used to form a "flat" structure with steel columns and guide beams, and the triangular element on the "flat" structure is used to restrict the displacement of the local area at the top and bottom of the wall skeleton and improve the stiffness of the area. T1 model performs better than T2 model, and has better seismic application potential for developing multi-storey cold-formed thin-walled steel residential buildings, which can meet the engineering needs.
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