Contents
Academic literature on the topic 'Multi-Storey Building'
Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles
Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Multi-Storey Building.'
Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.
You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.
Journal articles on the topic "Multi-Storey Building"
1
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.
Full textAbstract:
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.
2
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 (2021): 722–36. http://dx.doi.org/10.1108/f-08-2020-0094.
Full textAbstract:
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.
3
Zihni, Muhamad, Riza Suwondo, and Made Suangga. "Pushover analysis of multi-storey concrete structures." IOP Conference Series: Earth and Environmental Science 1169, no. 1 (2023): 012005. http://dx.doi.org/10.1088/1755-1315/1169/1/012005.
Full textAbstract:
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.
4
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.
Full textAbstract:
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.
5
Sun, Jingjing. "Autoclaved Aerated Concrete Block Prefabricated Multi-Storey Building Technology." Journal of World Architecture 6, no. 2 (2022): 1–4. http://dx.doi.org/10.26689/jwa.v6i2.3703.
Full textAbstract:
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.
6
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 (2022): 353–68. http://dx.doi.org/10.37896/ymer21.08/31.
Full textAbstract:
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
7
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 (2022): 297–306. http://dx.doi.org/10.22363/1815-5235-2022-18-4-297-306.
Full textAbstract:
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.
8
Ruslan Dadashov, Ruslan Dadashov. "ANALYSIS OF USING ELECTRONIC FIRE SAFETY SYSTEMS." PAHTEI-Procedings of Azerbaijan High Technical Educational Institutions 11, no. 07 (2021): 35–43. http://dx.doi.org/10.36962/pahtei1107202135.
Full textAbstract:
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
9
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 (2022): 3278–83. http://dx.doi.org/10.22214/ijraset.2022.45700.
Full textAbstract:
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
10
Khatiwada, Prashidha, Elisa Lumantarna, Nelson Lam, and Daniel Looi. "Fast Checking of Drift Demand in Multi-Storey Buildings with Asymmetry." Buildings 11, no. 1 (2020): 13. http://dx.doi.org/10.3390/buildings11010013.
Full textAbstract:
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.