Zeitschriftenartikel: „MULTISTOREYED BUILDINGS“

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., Khaja Afroz Jamal. „SEISMIC POUNDING OF MULTISTOREYED BUILDINGS“. International Journal of Research in Engineering and Technology 02, Nr. 13 (25.11.2013): 12–17. http://dx.doi.org/10.15623/ijret.2013.0213003.

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Qamaruddin, M., A. S. Arya und B. Chandra. „Dynamic response of multistoreyed brick buildings“. Earthquake Engineering & Structural Dynamics 13, Nr. 2 (März 1985): 135–50. http://dx.doi.org/10.1002/eqe.4290130202.

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., T. Seshadri Sekhar. „EVALUATION OF SIESMIC RESPONSE OF SYMMETRIC AND ASYMMETRIC MULTISTOREYED BUILDINGS“. International Journal of Research in Engineering and Technology 04, Nr. 13 (25.02.2015): 151–57. http://dx.doi.org/10.15623/ijret.2015.0413026.

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Doiphode, Dr G. S., und Vaibhav Dhndhukiya. „Performance Based Seismic Assessment of Masonry Infilled RCC Building with Diaphragm Discontinuity“. International Journal of Engineering and Advanced Technology 10, Nr. 2 (30.12.2020): 214–20. http://dx.doi.org/10.35940/ijeat.b2090.1210220.

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In multistoreyed RCC framed buildings, critical damages are due to seismic ground excitations, which cause catastrophic failuresat the weaker locations. Buildings with two types of structural irregularities namely diaphragm discontinuity and open ground story are considered. Assessment of seismic vulnerability of these buildings is done by using Nonlinear Static Pushover Analysis (NSPA). Performance Based Seismic Design of masonry infilled RCC buildings with two different shape of openings in the diaphragm is considered here with Design Basis Earthquake(DBE) and Maximum Considered Earthquake(MCE) where by selecting appropriate performance criteria in terms of Inter-story drift ratio(IDR) and Inelastic displacement demand ratio(IDDR) are critically observed. The Equivalent Linearization Procedure of Pushover analysis presented in FEMA 440, which is a modification of Capacity Spectrum Method based on ATC-40 guidelines, is performed in ETABS-2016 to study the performance of R.C.C. buildings with diaphragm discontinuity, designed as per IS-1893-2016.

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mohiuddin, Syed Mohammed, Mohammed moiz, Mohammed khaja moinuddin und Mohammed Tosif Ahmed. „DYNAMIC ANALYSIS AND DESIGN OF MULTISTOREYED R.C STRUCTURAL FRAME WITH PILE FOUNDATION“. International Journal of Innovative Research in Advanced Engineering 8, Nr. 6 (30.06.2021): 120–30. http://dx.doi.org/10.26562/ijirae.2021.v0806.001.

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The structure is presumed to be situated in seismic Zones II and V. The mathematical building model (F.E.M Model) of Whole building has been modelled in ETABS 16.2 All the beams and columns are modelled as frame elements. All the slabs are modelled as thin shell elements. To ascertain the seismic load on each floor level of whole structure two types of seismic analysis procedure have been considered as per IS1893-2002 and 2016. Equivalent static approach (linear Static method) and Response spectrum method (Linear Dynamic Method). Parameters considered to understand the seismic response of the multi-storeyed buildings are, Modal Mass participation factor, Modal time period, Lateral displacement, Storey drift, Storey shear of the structure. The whole structural systems are strengthen with vertical shear walls. SAFE (Slab analysis by Finite Element Method) is a software essentially made for analyse and designs of the slabs, since Pile Raft is also a slab therefore SAFE is the ultimate tool for it. Pile Caps have modelled as Slab with Thick plate Action, for base reactions Link between ETABS and SAFE have been used. The parameters consider for finalise the designs of piles and pile caps are, vertical settlement, Punching Shear stress under columns and shear walls and for piles as well. Flexural reinforcements are tabulated in both Longitudinal and transvers direction for the both the faces i.e. Top face and bottom. After all the study a comparison is made between the structure situated in Zone II and Zone V We had observed that when the seismic zones changes and the intensity of seismic forces increases, the design of foundation considerably changes and there is tremendous amount of increase in steel.

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R.PRABHAHAR, R. PRABHAHAR, und G. RAVICHANDRAN G.RAVICHANDRAN. „Optimal Planning and Scheduling in Multistoreyed Building“. Indian Journal of Applied Research 4, Nr. 4 (01.10.2011): 72–74. http://dx.doi.org/10.15373/2249555x/apr2014/255.

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Gupta, Diksha, und Deepti Hazari. „COMPARISON OF MULTISTOREY BUILDING USING RESPONSE SPECTRUM ANALYSIS IN DIFFERENT SEISMIC ZONES BY USING STAAD.PRO SOFTWARE“. YMER Digital 21, Nr. 08 (08.08.2022): 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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Humar, J. L., und P. Kumar. „Torsional motion of buildings during earthquakes. II. Inelastic response“. Canadian Journal of Civil Engineering 25, Nr. 5 (01.10.1998): 917–34. http://dx.doi.org/10.1139/l98-032.

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In a previous study on the elastic torsional response of building models subjected to earthquake motion, it was shown that the current provisions of the National Building Code of Canada for design against torsion induced by earthquakes are quite conservative for the flexible edge of the building, but may be inadequate for the stiff edge. Based on the results of studies on the elastic response, a new set of design provisions was suggested. The present study deals with the inelastic torsional response of single- and multi-storey buildings designed according to the suggested provisions. Effects of both the natural and the accidental torsion are considered. It is shown that, given the complexity of inelastic response, particularly that of multistorey buildings, the suggested provisions can reasonably be used for the torsion design of single-storey buildings, as well as of multistorey buildings that are asymmetric in plan, but otherwise fairly regular.Key words: earthquake response, natural torsion, accidental torsion, inelastic torsional response, design for torsion.

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Trulsrud, Tonje Healey, Inger Andresen und Niki Gaitani. „Energy performance and scenario analyses of a multistorey apartment building in Norway“. E3S Web of Conferences 362 (2022): 10004. http://dx.doi.org/10.1051/e3sconf/202236210004.

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Plus Energy Buildings are perceived as a strategy in the energy transition and to promote decarbonization of the building stock. This paper presents the design development of a plus energy demonstration project based on building performance simulations performed with IDA-ICE for energy strategies and future scenarios. The objective of the design strategies was to reduce the primary energy consumption, while ensuring a satisfactory indoor environment. Future scenarios for climate change, user behavior, and energy flexibility were developed to analyze the impact on the building's energy performance. Results from the analyses reveal the expected building performance with respect to energy and indoor environment standards, and robustness with respect to meeting the standards under different scenarios for occupant behavior and climate conditions. According to the simulation results, the building design is robust and can adapt to changes in exterior conditions.

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Soni, Pranava, und Dr Rajeev Chandak. „Diagrid Based Multistorey Building Design and Durability Forecasting“. International Journal for Research in Applied Science and Engineering Technology 10, Nr. 8 (31.08.2022): 1280–85. http://dx.doi.org/10.22214/ijraset.2022.46413.

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Abstract: The taller and higher structures results in the effects of lateral loading, lateral loads dominates when the height of building increases, lateral loads such as earthquake, wind causes the building larger displacement, to avoid larger displacement in high rise buildings lateral load resisting systems are deployed. Apart from other structural system, the diagrid and hexagrid system are adopted to improve structural performance of tall buildings. The various types of structural system in tall buildings have become obsolete and the new structural skeletons such as hexagrid and diagrid are being used

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Malesza, Jaroslaw, Czeslaw Miedzialowski und Leonas Ustinovichius. „ANALYTICAL MODEL TRACING DEFORMATIONS IN MULTISTOREY LARGE TIMBER PANEL BUILDING“. JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 25, Nr. 1 (22.01.2019): 19–26. http://dx.doi.org/10.3846/jcem.2019.7738.

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This paper deals with the deformation characteristics of wood-framed residential, small commercial and hotel buildings with sheathing. Recent building structures are based on large panel or modular technology, where elements in the form of diaphragms or modules are constructed in an industrial plant and then transported to the site for assembly. The document presents diagrams of building assembly and technologies for realization. The significant influence of excessive vertical deformations in multistorey wood-framed buildings on their performance and serviceability is underlined. These deformations are caused by different factors which are identified and analytically described. The paper outlines the analytically complex model for the evaluation and control of deformations in the design, construction and exploitation of multistorey wood-framed buildings. An example of the application of the proposed analytical model at the design stage concludes the paper.

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Udhav S., Badgire, Shaikh A.N. und Maske Ravi G. „Analysis of Multistorey Building with Floating Column“. International Journal of Engineering Research 4, Nr. 9 (01.09.2015): 475–78. http://dx.doi.org/10.17950/ijer/v4s9/902.

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Ngari, Silas Njeru, Felistus Mwikali und Sabas Kimani. „SECONDARY FACETS ON STABILITY OF MULTI-STOREY BUILDINGS IN KASARANI SUB-COUNTY, NAIROBI COUNTY, KENYA“. Journal of Entrepreneurship and Project Management 7, Nr. 1 (17.07.2022): 19–45. http://dx.doi.org/10.47941/jepm.930.

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Purpose: Instability of buildings is a global phenomenon that results in loss of lives, wasted infrastructure and injuries. Most of the existing literature has concentrated on technical causes of instability of buildings and recommended technical solutions that have not been successful in taming the problem. The purpose of this study was to examine non-technical secondary causes that lead to instability of buildings in Kasarani Sub-county, Nairobi County, Kenya. The study specifically sought to address the following objectives: To determine the influence of social facets on stability of multistorey buildings; To examine the influence of economic facets on stability of multistorey buildings; To determine the influence of environmental facets on stability of multistorey buildings; To examine the influence of political facets on stability of multistorey buildings. Methodology: The study adopted the Joint Committee’s Structural Reliability Theory and Robert Giacalone’s with Mark Promislo’s Ethical Impact Theory to guide it. The study used survey research design with the target population being 7,373 participants from Kasarani sub-county. The sample size was 365 respondents which was determined from Krejicie and Morgan’s formula and it included 262 developers, 87 contractors and 16 building professionals. The study used a structured questionnaire to collect quantitative data. Validity of the instrument that is concerned with whether the instrument measures what it is supposed to measure was achieved through use of content validity which draws an inference from test scores to a large domain of items similar to the ones in the test. Reliability of the instrument which is concerned with whether the results are consistent was achieved through conducting a pilot study and checked by use of the Cronbach Alpha’s reliability coefficient. The independent variable was secondary facets while the dependent variable was stability of multistorey buildings. The intervening variable was enforcement of bylaws. Results: All the secondary facets (social, economic, environmental and political) were found to be statistically significant having a p-value less than 0.05 and F = 13.846, which is more than F Critical of 3.09. The study yielded a regression model of Y = 1.053 + 0.174X1 + 0.166X2 + 0.200X3. The study found that secondary facets play a significant role in stability of multistorey buildings including social, economic, environmental and political ones. Addressing these and other secondary facets could go a long way in addressing the menace of building collapses. Policy recommendation: It is recommended that the various stakeholders in the construction industry address each of the secondary facets as indicated in the report.

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Fragiadakis, M., M. Kolokytha und S. Diamantopoulos. „Seismic risk assessment of rocking building contents of multistorey buildings“. Procedia Engineering 199 (2017): 3534–39. http://dx.doi.org/10.1016/j.proeng.2017.09.507.

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Ilevbaoje, J. O., C. Arum und A. Omoare. „Determination of reference service life for reinforced concrete multistorey residential buildings: case study of Akure, Nigeria“. Nigerian Journal of Technology 42, Nr. 2 (11.08.2023): 209–15. http://dx.doi.org/10.4314/njt.v42i2.7.

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The Service life of a building is the period from commencement of service to the time just before costly maintenance becomes necessary for continued meeting of minimum performance requirements. Knowledge of service life determines whether to demolish and replace a building or major repairs are required and the absence of information on this has led to many building failures. This research therefore aimed to determine the Reference Service Life (RSL); a parameter required for the evaluation of a building’s Service Life. Twenty reinforced concrete multistorey residential buildings around the Federal University of Technology Akure (Nigeria) were assessed via visual inspection, material testing, and structural analysis. Information obtained from the assessment was used to develop a comprehensive open-ended service life database. Non-destructive tests were conducted on the buildings’ structural elements and the results used to determine the service life of each of the buildings with the aid of Life 365 Software. Weighted factors which depend on the quality characteristics, operational conditions and the environment of the buildings were used as a grading system for the assignment of sub-factors for the adjustment of the Life 365 service life values, leading to a value of 29 years as the Reference Service Life (RSL) for the study area. The result obtained will benefit construction professionals and appropriate regulatory authorities in the study area while the procedure can be adopted for service life assessment in other locations lacking appropriate database.

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Sakharov, I. I., und Boureima Sangna. „Foundations of multistorey buildings in typical soil conditions of the African continent“. Вестник гражданских инженеров 19, Nr. 3 (2022): 72–79. http://dx.doi.org/10.23968/1999-5571-2022-19-3-72-79.

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The article considers the engineering and geological conditions of Western Africa. The authors pay attention to the characteristic layerings including a hard surface layer (kirassa) underlain by weak clay soils. It is shown that such layering makes it possible to use foundations with shallow depth. Mathematical modeling for the joint calculation of the «multistorey building - base» system has been performed. The results of numerical calculations allow suggesting that, under certain conditions, surface foundations can be used for construction of even multistorey buildings.

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Gawade, Rohit. „“Automatic Window Evacuation System”“. International Journal for Research in Applied Science and Engineering Technology 10, Nr. 6 (30.06.2022): 2461–66. http://dx.doi.org/10.22214/ijraset.2022.44010.

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Abstract: The automatic window evacuation system is built with the basic aim of rescuing people in times of fire in a multistorey building. The system is a lifesaving, personal, self-rescue device which lowers the user from a multistorey building. It is effective for use in buildings up to 260 feet (80 meters). When the situation is serious, and there’s little time to react, It is the ultimate piece of survival gear for multi-story occupants. Another major application of this device is in construction purpose. The system consist of a frame with shafts on which pulley is mounted to maintain a constant speed ratio. It uses a governor to regulate the speed of the user while lowering from the building. The prototype demonstration shows the basic operation of the system in standard conditions.

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Devi, Kiran, und Subhankar Petal. „A Comparative Study on Seismic Analysis of Multistorey Buildings in Different Seismic Zones“. Journal of Smart Buildings and Construction Technology 5, Nr. 2 (01.07.2023): 9–16. http://dx.doi.org/10.30564/jsbct.v5i2.5673.

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The multi-story buildings are constructed to accommodate numerous residents in confined spaces due to the growing population and lack of available land. The population growth and industrial revolution caused a migration of people from rural to urban areas resulting in the need for the construction of multi-story buildings for both residential and commercial uses. The tall buildings, which are not adequately constructed to resist lateral stresses, result in the total collapse of the structure. Buildings that can withstand earthquake forces are created by considering different criteria such as the building’s inherent frequency, damping factor, kind of base, significance of the building and ductility of the structure. Because they have better moment distribution properties, structures designed for ductility need to be designed for lower lateral loads. To ensure safety against the seismic stresses of multi-story buildings, it is essential to understand seismic analysis in order to develop earthquake-resistant structures. Both a regular moment resisting frame and a special moment-resisting frame were taken into account for the seismic study. In the present study, a G + 8 storey reinforced concrete (RC) structure in three different seismic zones was compared in terms of percentage longitudinal steel, reinforcement details, and design base shear. The structure was examined for seismic zones III, IV, and V in accordance with the guidelines of IS 1893 (Part 1): 2016. Results showed that base shear increased with the change in the seismic zone from III to V.

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Atazadeh, Behnam, Abbas Rajabifard, Yibo Zhang und Maryam Barzegar. „Querying 3D Cadastral Information from BIM Models“. ISPRS International Journal of Geo-Information 8, Nr. 8 (26.07.2019): 329. http://dx.doi.org/10.3390/ijgi8080329.

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There has been significant research on the intersection of 3D cadastre and building information modelling (BIM) over the recent years. BIM provides a multidimensional environment for capturing, curating and communicating the physical and functional aspects during a building’s lifecycle. A BIM-based solution for 3D cadastre provides a rich repository of legal and physical datasets in a common environment. The knowledge encapsulated inside a cadastral BIM model should be tapped to unlock the value of 3D cadastral information. Therefore, this article aims to develop BIM-based queries for interrogating questions about the legal ownership of properties inside multistorey buildings. These queries include identifying legal spaces that belong to a private or common property; querying physical elements that bound a legal space; and finding legal spaces that are adjacent to each other at a specific building element.

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Petrovska, S. R., Y. A. Glinin und D. Y. Glinin. „NEW TRENDS IN THE FORMATION OF THE MODERN IMAGE OF A MULTISTOREY RESIDENTIAL BUILDING“. Regional problems of architecture and urban planning, Nr. 16 (23.12.2022): 135–41. http://dx.doi.org/10.31650/2707-403x-2022-16-135-141.

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The article is devoted to a thematic study of new directions in the design of multistorey residential complexes. The factors affecting the conceptual and design decisions of architects are analyzed. The article provides examples of the most famous multistorey residential complexes built recently in different countries. The most famous building is the residential complex. «Interlacing» in Singapore. The project uses the principle of intersection of individual and public spaces in both horizontal and vertical directions. The author of the project abandoned the traditional vertical development scheme for Singapore, resulting in a unique example of a modern urban approach to housing design and organization of the natural environment. The second considered example of high-rise housing is the «Beirut Terraces» complex. The building is designed as a high-rise «shelf» at different levels of which there are apartments of different terraces that form the main artistic accent of the entire building. The building fits well into the surrounding dense urban development, while demonstrating the achievements of modern building technologies. The third example is the «Vancouver House», a multistorey residential complex with public premises on the first floors. structure, which fits into the so-called “parametrism” style, which has become especially relevant recently. The solution of the main building of the complex is interesting, especially its “anti-gravity” silhouette image. To create it, an internal cable-stayed system with vertically stretched metal cables was used. Multistorey residential buildings successfully solve the problem of compaction of residential development and increase the efficiency of the use of free territories, create economic prerequisites for organizing public spaces in the immediate vicinity of housing, which significantly increases the comfort and prestige of living in these complexes.

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Taylor, B. J., und M. S. Imbabi. „Dynamic insulation in multistorey buildings“. Building Services Engineering Research and Technology 20, Nr. 4 (November 1999): 179–84. http://dx.doi.org/10.1177/014362449902000403.

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Basterra, Luis-Alfonso, Vanesa Baño, Gamaliel López, Gonzalo Cabrera und Patricia Vallelado-Cordobés. „Identification and Trend Analysis of Multistorey Timber Buildings in the SUDOE Region“. Buildings 13, Nr. 6 (10.06.2023): 1501. http://dx.doi.org/10.3390/buildings13061501.

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The construction sector has one of the most polluting economic activities. In this context, several policies are being launched by the European Union to promote the transition to a sustainable economy, and timber construction is a safe way to contribute to it. Due to the recent development of multistorey timber buildings, the architectural and structural typologies have not been widely studied yet and with not many studies from Southern Europe. In this context, the main objective of this research is to identify and analyse the trends in the use of wood as a structural material in multistorey timber buildings (≥4 floors) in the SUDOE region, i.e., Spain, Portugal, and Southwest France. The methodology involved identifying 28 timber buildings in the SUDOE region and 101 worldwide, most of them in Europe, and sending online information request forms to different actors involved in their design and construction, collecting plans and BIM models, and performing technical study visits to the identified reference buildings. The collected information was included in open-access technical datasheets, and different indicators in terms of building uses, structural system, wood species, and wood volume, among others, were defined. The results showed that there is a tendency to construct taller timber buildings in the SUDOE region with a predominant use of local softwood species, with ratios of wood volume per built area varying between 0.3 and 0.4 m3/m2. The mass timber typology using cross-laminated timber (CLT) is mainly used for residential buildings, while post and beam are used for educational and offices buildings. In addition, a potential embodied CO2 equivalent depending on the building typology and use was also analysed.

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Krishna, Himanshu. „Study the Behavior of Special Columns on Multi Storey Building for Seismic Ground Motions“. International Journal for Research in Applied Science and Engineering Technology 10, Nr. 7 (31.07.2022): 2011–14. http://dx.doi.org/10.22214/ijraset.2022.45642.

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ABSTRACT: Columns are RC building structural elements that are primarily subjected to axial load and moments as they transport them from the superstructure to the substructure. Columns of various shapes and sizes are used. Popular column shapes include square, rectangular, and circular columns, as well as L-shaped, T-shaped, and (+) shaped columns, which are uncommon but provide more interior space than commonly used column shapes. This study aims to examine the seismic performance of multistorey G+10 buildings with Rectangular columns and building with specially shaped columns. According to IS Code 1893(part 1):2016, the proposed buildings are analyzed using equivalent static analysis for zone IV. ETABs are used to analyze the models. After analysis, we conclude that buildings having special columns are safer and have more space as compared to the regular shaped column buildings

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Zavadskas, Edmundas Kazimieras, Leonas Ustinovičius, Zenonas Turskis, Gintautas Ambrasas und Vladislavas Kutut. „ESTIMATION OF EXTERNAL WALLS DECISIONS OF MULTISTOREY RESIDENTIAL BUILDINGS APPLYING METHODS OF MULTICRITERIA ANALYSIS“. Technological and Economic Development of Economy 11, Nr. 1 (31.03.2005): 59–68. http://dx.doi.org/10.3846/13928619.2005.9637683.

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This paper analyses the most widespread designs of external walls of the multi‐storey residential buildings now in use. Such 49 alternative designs of external walls of multi‐storey residential buildings are analyzed using multicriteria analysis program under uncertainty. Few ways of the decision are applied for the decision of the problem: the method of distance to an ideal point, Baye's rule and Wald's rule. To project and understand effective construction of a building, it is necessary to execute exhaustive analysis of all decisions (planimetric, prolongation of term and quality of buildings operation, improvement of architectural decisions, etc.). The level of a design of external walls efficiency of multi‐storey residential buildings depends on very many factors, including: cost of the construction work, used materials and building mechanisms, aesthetics, properties of service, thermal insulation properties, durability, etc. The offered decision of the choice of the effective decision problem using the system of the criteria having different dimensions takes into account the rational estimation of economic, climatic, social conditions and traditions and also allows better to satisfy architectural, functional, service, comfort and other requirements of the client. It also allows to reduce design, building and operational expenses. The choice of a variant mainly depends on needs and existing financial ability of the customer. The offered system of the effective decision choice using the principles of the multi‐criteria analysis is described in the presented paper. There is an opportunity on the basis of the offered system to compare alternative design decisions of external walls of multi‐storey residential buildings and the choice of the most effective variants.

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Raut, Shruti Diliprao, und Prof Vishal Sapate. „Comparative Study on Seismic Analysis of Multistorey Building Using STAD Pro - A Review“. International Journal for Research in Applied Science and Engineering Technology 11, Nr. 7 (31.07.2023): 1673–75. http://dx.doi.org/10.22214/ijraset.2023.54932.

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Abstract: This literature review provides a comprehensive analysis of the behavior of buildings with concave corners in earthquake-prone areas. The study emphasizes the impact of irregularities in building planning, particularly in concave corners, on the structural performance during seismic events. Findings from various research studies highlight the necessity for detailed and comprehensive analyses, including both linear and non-linear dynamic analyses, to accurately understand the behavior and response of such structures. The research underscores the significance of regular building configuration to enhance earthquake resilience, especially in regions susceptible to seismic activity. Buildings with concave corners are found to be more vulnerable to earthquake damage compared to structures with regular configurations. Additionally, larger structures and longer overhangs are shown to result in increased stress and pressure on the reentrant corner region. Overall, the literature review emphasizes the importance of further research in the field of concave corner irregularities to develop effective seismic design and mitigation strategies. A deeper understanding of the behavior and response of buildings with concave corners will contribute to the development of safer and more resilient structures in earthquake-prone areas. Comprehensive and advanced analyses are recommended to accurately assess the performance of such buildings and to establish guidelines for their proper design and construction.

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Raut, Shruti Diliprao, und Prof Vishal Sapate. „Comparative Study on Seismic Analysis of Multistorey Building Using STAD Pro“. International Journal for Research in Applied Science and Engineering Technology 11, Nr. 7 (31.07.2023): 1676–82. http://dx.doi.org/10.22214/ijraset.2023.54933.

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Abstract: In this study, a comparative analysis of the seismic performance of a number of different building models was made using the STAAD.Pro software. The main purpose is to measure and compare the behavior of different buildings under seismic loads. The decision model includes changes in external properties such as shear walls at different locations, and analyzes are made for the link between horizontal and vertical forces, reactions and moments. The results provide useful information regarding the behavior of each structure under seismic forces. The maximum combined horizontal displacement (X) for the Model-2 is 165 mm, indicating significant movement in the X direction. The Model-5's maximum combined horizontal displacement (Z) is 171mm, meaning there is more horizontal movement in the Z direction. For Combined Vertical Displacement (Y), the Model-2 experienced the highest vertical displacement at 21.7mm. The results of this comparison provide important guidance for improving building configurations to improve their seismic performance. The results can assist in decision making during design and construction, making construction safer and stronger than many buildings in earthquake zones.

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Frangi, A., und M. Fontana. „Fire safety of multistorey timber buildings“. Proceedings of the Institution of Civil Engineers - Structures and Buildings 163, Nr. 4 (August 2010): 213–26. http://dx.doi.org/10.1680/stbu.2010.163.4.213.

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AFANASIEVA, Liudmila, und Maksim MOSKALENКO. „EFFICIENCY RESEARCH OF MONOLITHIC LIFT- SLABS IN MULTISTOREY SKELETON BUILDSNGS“. Building constructions. Theory and Practice, Nr. 12 (27.06.2022): 139–48. http://dx.doi.org/10.32347/2522-4182.12.2023.139-148.

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One of the priority directions of modern construction is the construction of framemonolithic multi-story buildings with beamless ceilings. The use of a frame-monolithic scheme of house construction makes it possible to diversify thearchitectural and planning solutions of apartments and houses, as well as to significantly shorten the terms of their construction.The experience of construction and operation of frame-monolithic buildings shows that floor slabs are the most material-intensive element of the frame. At the same time, the consumption of concrete is more than 30.0% of the total volume of concrete in the building. Therefore, the problem of reducing the mass of the ceiling is urgent.The search for a reserve for reducing the consumption of concrete in floor slabs is accompanied by an increase in the deformability of lightweight slabs, as well as an additional concentration of compressive stresses in the places where the slabs reston vertical elements. The indicated zone of butt connection needs additional reinforcement in order to ensure compressive strength.The article examines ways to reduce the material consumption of floor slabs, and gives an assessment of the above-mentioned factors that affect the workof slabs as part of the building frame. Numerical studies of the calculation model of the building in Kyiv were carried out using PC LIRA CAD, on the basis of which the parameters of the stress-strain state of the experimental plates were established, aswell as the justified conditions of their use for further operation in the practice of frame-monolithic house construction.

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Humar, J. L., und M. A. Rahgozar. „Application of uniform hazard spectra in seismic design of multistorey buildings“. Canadian Journal of Civil Engineering 27, Nr. 3 (01.06.2000): 563–80. http://dx.doi.org/10.1139/l99-045.

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The use of uniform hazard spectra for obtaining the seismic design forces is being considered for the next version of the National Building Code of Canada. Such spectra provide the spectral accelerations of a single-degree-of-freedom system for a range of periods but for a uniform level of hazard. One of the issues that need to be resolved before uniform hazard spectra are used in the design of multistorey buildings is the adjustment required in the base shear to account for the higher mode effects present in a multi-degree-of-freedom system. This issue is examined through analytical studies of the response of idealised elastic and inelastic multistorey building frames to ground motions representative of the seismic hazard in the eastern and western regions of Canada. Representative values are obtained for the adjustment factors that must be applied to the design base shear and to the base overturning moment.Key words: seismic design base shear, uniform hazard spectra, higher mode effects, base shear adjustment factor, base overturning moment reduction factor.

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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, Nr. 8 (31.08.2021): 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 mechanism and high-energy absorption. The design and analysis of the composite building with steel plate shear wall is carried out using software ETABS. The present study is to carry out the response spectrum analysis of a high-rise composite building by optimizing the thickness of steel plate shear wall and to compare the results of displacement, story drift, overturning moment and story shear. The models are analyzed by Response Spectrum analysis as per IS 1893:2002. All structural members are designed as per IS 456:2002 & IS 800:2007 considering all load combinations. Keywords: Seismic; Composite; Shear Wall; Earthquake; Reinforced concrete.

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Giri, Rachana Arun, Aafreen Khan, Shreyas R. Shende, Shivani A. Khanke, Shradhesh R. Marve, Ankita Kaurase und Nitin Dethe. „A Review on Analysis and Design of Multistorey Hospital Building (G+4)“. International Journal of Research Publication and Reviews 4, Nr. 3 (28.03.2023): 4700–4705. http://dx.doi.org/10.55248/gengpi.2023.4.34359.

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., Pamela Jennifer J. P. „SEISMIC DESIGN OF MULTISTOREYED RC BUILDING USING VARIOUS CODES“. International Journal of Research in Engineering and Technology 05, Nr. 02 (25.02.2016): 314–18. http://dx.doi.org/10.15623/ijret.2016.0502057.

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Tremblay, Robert, Sina Merzouq, Carmen Izvernari und 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, Nr. 3 (01.06.2005): 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 analysis were found to exceed the values determined from dynamic analysis for all irregular structures except at the base of "podium-type" buildings located at the Vancouver site.Key words: mass, static, dynamic, seismic, shear, overturning moment, deflections, braced steel frames.

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Nambirathinam, Sivaram. „Investigating of Delay Factors in Multistorey Buildings“. International Innovative Research Journal of Engineering and Technology 2, Nr. 4 (30.06.2017): 14–22. http://dx.doi.org/10.32595/iirjet.org/v2i4.2017.46.

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Kazi, Maruf. „Performance of Wood Steel Hybrid Multistorey Buildings“. International Journal for Research in Applied Science and Engineering Technology 6, Nr. 5 (31.05.2018): 300–305. http://dx.doi.org/10.22214/ijraset.2018.5050.

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Doudoumis, I. N., und A. M. Athanatopoulou. „Invariant torsion properties of multistorey asymmetric buildings“. Structural Design of Tall and Special Buildings 17, Nr. 1 (2008): 79–97. http://dx.doi.org/10.1002/tal.320.

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Thigale, Abhishek, Sanil Kavalekar, Divya Deshmukh, Kirti Shirsath und M. N. Khade. „A Review on Study of Performance Assessment of Multistorey Building Subjected to Earthquake Using STAAD Pro“. International Journal for Research in Applied Science and Engineering Technology 10, Nr. 4 (30.04.2022): 2925–31. http://dx.doi.org/10.22214/ijraset.2022.41949.

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Abstract: From the beginning of life on Earth it is evident that natural catastrophes cause a lot of destruction to human life and property. One of the major natural phenomena is the Earthquake. Sudden shaking of ground is a difficult challenge to any structure standing on earth. Due to Improper design of the structure without seismic resistance many buildings have collapsed, and lives have lost during earthquakes. Different shapes & materials of buildings have been used to achieve the strength required to withstand the earthquake. In modern era, lots of seismic force resisting techniques are being used to make a structure/building earthquake resistant. These techniques include introducing Shear walls. to enhance the structure. In this paper, I present a Comparative analysis of earthquake resisting techniques on a multi storey building with the help of different types of Shear walls and using software. The comparison is done between an un-Resisting structure, parallel shear walls, Lshaped shear wall, diagonal bracings, X-shaped bracings & V shaped bracings. The use of shear walls helps to strengthen then structure to make it more Earthquake resistant. The analysis in done on a G+10 building for seismic zone III as per IS 1893:2002 codal provisions. The software that I have used to carry out this analysis is Staad pro v8. It is found out that shear walls contribute largely in reducing the deflection by increasing the strength and stiffness of the building. The results of this project can further be used to enhance the seismic strength of buildings using combination of seismic resistance techniques. Keywords: Storey drift, storey shear, maximum displacement, shear wall, STADD pro.

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Sindhu, Sagar. „Analysis and Design of Multistorey Building“. International Journal for Research in Applied Science and Engineering Technology 9, Nr. VII (15.07.2021): 1162–67. http://dx.doi.org/10.22214/ijraset.2021.36549.

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The primary focus of this research is to analyze and design a multi-storey building (3D-dimensional reinforce concrete frame), the designing of building begins with making the plan of specific building which include the position of rooms, kitchen, toilet etc. the design should be such that it is up to mark of customer requirements and comport nowadays vastu shastra is also kept in mind while designing. The second step is to design the reinforced concrete part which includes designing of slabs, columns, beams, staircase and footing these designing’s were done manually and all the calculations were done according ACT code and the outcomes were compared using STAAD PRO. I design an office building which is made of reinforced concrete frames and the building has three floors with 12 offices on each floor which sum up to 36 offices and the maximum area of a floor is (21.9*40.9) m2. To complete the architectural design, I AutoCAD program and for analyzing and designing the structure of building I used software known as STAAD Pro v8iSSS.and after both the designing I got the results as the map of a building which is architectural and structural safe. For designing the structural plan and architectural design one requires high imagination power as well as theoretical knowledge and also keen knowledge of science of structural engineering and should know the recent design codes, laws and before designing he should have adequate experience and mind set to reach conclusion. STAAD PRO is a very user friendly software it is and easy to understand and operate. We can input the material properties, load value, dimensions and we can also draw the frame within the software and after taking all the data it analyze the whole structure and design the member with reinforced detail for concrete frame and all the designs are done under specified criteria. These criteria are implemented to keep careful balance between economy and safety.

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Bovo, Marco, Marco Savoia und Lucia Praticò. „Seismic Performance Assessment of a Multistorey Building Designed with an Alternative Capacity Design Approach“. Advances in Civil Engineering 2021 (22.05.2021): 1–18. http://dx.doi.org/10.1155/2021/5178065.

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The actual seismic building codes have a prescriptive nature, and they are principally aimed to guarantee a prescribed life-safety level against a design-level earthquake even if some methods have been proposed to evaluate the seismic performance of a building along its entire service life. Among these, the performance-based seismic design method permits the design of buildings with a more realistic understanding of both risk of life for occupants and economic losses that may occur in future earthquakes. On the other side, the capacity design method, providing criteria to properly spread the inelastic deformation demand between the different structural elements, allows to establish a ductile collapse mechanism avoiding undesired brittle failures. In this context, modern building codes consider the adoption of a single value for the behaviour factor q to be used in the design process. All this should be argued since, especially for buildings characterized by storeys with different uses and occupancy ratios, the adoption of a single value for q could guide the design process to a solution not minimizing the seismic loss. With reference to these aspects, the paper shows the comparison of the seismic responses of a multistorey framed building designed following two different approaches. The first approach, suggested by many international codes, follows the capacity design rules and considers a single value for the behaviour factor valid for the whole building. In this first case, the damage mechanisms could affect, theoretically, every storey of the building. The second approach, proposed here, considers instead the possibility to adopt different behaviour factors to attribute to different storeys. In this way, it is possible to concentrate and localize the most severe earthquake-induced structural damage on (few) storeys, selected by the designers. By means of the seismic performance assessment methodology, the comparison between the two building responses is provided in terms of expected losses during the whole building service life and is reported in terms of both economical loss and human life loss. The results in the paper show that, if different behaviour factors are properly selected for different storeys, the design process can provide a solution characterized by lower values of seismic loss with respect to the case of the design assuming a single-q value.

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Abdullah, Abd Halid, Yee Yong Lee, Eeydzah Aminudin und Yeong Huei Lee. „INDOOR AIR QUALITY ASSESSMENT FOR A MULTISTOREY UNIVERSITY OFFICE BUILDING IN MALAYSIA“. Journal of Green Building 14, Nr. 4 (September 2019): 93–109. http://dx.doi.org/10.3992/1943-4618.14.4.93.

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The indoor air quality (IAQ) in office buildings should be assessed for public health concerns as it relates to work performance and productivity. Therefore, this paper aims to assess the IAQ in a university office building. From this investigation, the level of contaminated indoor air is examined, the significant causes and contributing factors of contaminated indoor air are determined and a recommendation to improve the existing condition has been proposed. The physical parameters measured include air temperature, air velocity, relative humidity, and concentrations of carbon dioxide (CO2), carbon monoxide (CO), sulphur dioxide (SO2), and also air particles. It was found that the number of air particles of 0.5 μm in diameter is about 197,748 particles/m3, while air particles of 5.0 μm in diameter is around 534 particles/m3. The collected data were then compared with a questionnaire and IAQ standards. In conclusion, the indoor air quality within the multi-storey central office building of Universiti Tun Hussein Onn Malaysia (UTHM) is acceptable and suitable for occupation even though there were countable symptoms of Sick Building Syndrome (SBS) among its occupants.

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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, Nr. 7 (31.07.2022): 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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Alvarez, Diego, Riko Kouda, Anh Dung Ho und Tetsu Kubota. „Scenario analysis of embodied energy and CO2 emissions for multistory apartments in Indonesia“. E3S Web of Conferences 396 (2023): 04015. http://dx.doi.org/10.1051/e3sconf/202339604015.

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Contribution in the building sector to the global warming can be tackled by diminishing greenhouse gas (GHG) emissions (mainly CO2) not only from operational energy but also from the embodied energy (EE) of construction materials. Harvested Wood Products (HWP) such as Cross Laminated Timber (CLT), Glued Laminated (Glulam) timber, among others, make multistorey wooden buildings possible. These wooden buildings could help to reduce EE and CO2 emissions significantly. A material flow analysis (MFA) using an I-O (Input-Output) table was used to compare three scenarios for an 8-story apartment building in Indonesia (total floor area: 9140 m2): First, the building had a reinforced concrete structure. Second, the building had a “hybrid” structure with reinforced concrete cores and first-floor elements, consisting of CLT floor panels, and Glulam columns and beams. Third, the building used only CLT panels besides reinforced concrete cores. The results showed that the last scenario achieved the largest CO2 emissions and embodied energy reductions (58 t-CO2 and 905 GJ), compared with the first scenario (81 t-CO2 and 1110 GJ). Furthermore, we compare two methods to apply displacement factors (DF) to assess the CO2 emissions savings for each CO2 ton in wood products substituted in place of non-wooden products between the three building scenarios.

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Sai, K. Bala Venkata, M. Pavan Kumar, N. Madhu Veena, D. Muthu und G. Nandhini. „Wind Load Analysis on A Multistoreyed Building Curved in Plan“. International Journal of Innovative Technology and Exploring Engineering 10, Nr. 2 (10.01.2021): 144–47. http://dx.doi.org/10.35940/ijitee.c8353.0110321.

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: In this study a tall G+8 storied curved in plan (comprising an external and internal curved facade) has been analysed for wind acting in specified directions using STAAD pro v8i.For the curved profile, the wind load component has been calculated for each radial beam line. The combination of static load and wind load are taken into consideration. In the first case, the wind has been assumed to act towards the centre of the arc of the circle and in the second, away from the centre. The post processing reverberation in terms of bending moments, shear forces and support reactions has been studied in relation to the wind directions. Due to the effect of wind load on the structure, the storey-sage variation of the result with respect to different parameters are to be compared. The stiffness of the structure as a whole is expected to vary with the changed direction of the wind. The result would result in a parametric study of the effect of wind direction on curved profile. The orientation of the curved structure with respect to the direction of wind load has been studied.

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Jayalekshmi, B. R., und H. K. Chinmayi. „Effect of Soil Flexibility on Seismic Force Evaluation of RC Framed Buildings with Shear Wall: A Comparative Study of IS 1893 and EUROCODE8“. Journal of Structures 2014 (30.03.2014): 1–15. http://dx.doi.org/10.1155/2014/493745.

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Conventional analyses of structures are generally carried out by assuming the base of structures to be fixed. However, the soil below foundation alters the earthquake loading and varies the lateral forces acting on structure. Therefore, it is unrealistic to analyse the structure by considering it to be fixed at base. Multistorey reinforced concrete framed buildings of different heights with and without shear wall supported on raft foundation incorporating the effect of soil flexibility are considered in present study to investigate the differences in spectral acceleration coefficient (Sa/g), base shear, and storey shear obtained following the seismic provisions of Indian standard code and European code. Study shows that the value of base shear obtained for symmetric plan building is lowest in buildings with shear wall at all the four corners.

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Guler, D., und T. Yomralioglu. „A CONCEPTUAL MODEL FOR IFC-BASED DELINEATION OF CONDOMINIUM RIGHTS IN TURKEY: INITIAL EXPERIMENTS“. ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences VIII-4/W2-2021 (07.10.2021): 5–12. http://dx.doi.org/10.5194/isprs-annals-viii-4-w2-2021-5-2021.

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Abstract. Owing to the increasing existence of multistorey buildings and infrastructures in the built environment, there is a need for three-dimensional (3D) land administration systems (LAS). Regarding this, condominium rights in real-estate properties are needed to be represented as 3D for preventing misinterpretations with regards to who is responsible for or has ownership in which parts of the buildings. Digitalizing the public services appears in current strategies of governments and administrations since it contributes to transparency, speed, and accurateness in the processes. Building permitting that contains obtaining the occupancy permit is a vital one of these public services. With the even-increasing adaptation of Building Information Modelling (BIM), a whole raft of Building Information Models (BIMs) are created to use in digital building permitting. Thus, a significant opportunity for 3D delineation of condominium rights comes out of the reuse of these BIMs, especially their Industry Foundation Classes (IFC) data. In this sense, this paper puts forward an approach that includes developing the conceptual model to depict condominium rights and linking that model with the IFC schema. The applicability of the approach is demonstrated by using a floor of a simple building. The study shows that IFC-based representation of condominium rights can be beneficial for the transition to 3D LAS in Turkey.

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Gunawan, Hana Maliantha. „Apartment Architectural Design Components in Bali Based On Critical Regionalism Approach“. ARTEKS : Jurnal Teknik Arsitektur 1, Nr. 2 (01.06.2017): 117–30. http://dx.doi.org/10.30822/arteks.v1i2.32.

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A building is supposed to be designed suitable for the community’s life. The emergence of multistoreyed building as a solution over limited usable land has caused the practice of International Style where a building no longer regards the characteristics of place where they are built. According to the theory of Critical Regionalism, there should be appropriate integration between local and contemporary factors. Bali as one of many region in Indonesia with abundance of culture is seen as a suitable place to applicate this theory. The type of multistoreyed building chosen was apartment, which is becoming a prevalent phenomenon in the mentioned region, and also as a settlement building type it is seen as the closest type to inhabitant’s activity thus has a close connection with the community’s culture. The research is made to discover how far has the local and contemporary factors been applied to apartments build in Bali according to the theory of Critical Regionalism. This research utilizes qualitative method through the use of Critical Regionalism principles from Ken Yeang in the form of Functional Connection to analyze the case study. There are four steps of said principle, Direct Connection, Indirect Connection, Inclusive Contemporary Connection, and Landscape Connection. At the result of this research, it was found that there was a lack in application of Critical Regionalism principles particularly in principles of building form, the usage of traditional concepts, facilities availability, and treatment towards environtment.

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ARVIDSSON, K. „NON-PLANAR COUPLED SHEAR WALLS IN MULTISTOREY BUILDINGS.“ Proceedings of the Institution of Civil Engineers - Structures and Buildings 122, Nr. 3 (August 1997): 326–33. http://dx.doi.org/10.1680/istbu.1997.29803.

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Shrivastav, Arpit, und Aditi Patidar. „Seismic Analysis of Multistorey Buildings having Floating Columns“. International Journal of Civil Engineering 5, Nr. 5 (25.05.2018): 1–6. http://dx.doi.org/10.14445/23488352/ijce-v5i5p101.

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Pimshin, Yu I., V. A. Naugolnov, G. A. Naumenko und I. Yu Pimshin. „Robotic system for lifting and leveling multistorey buildings“. Procedia Computer Science 169 (2020): 173–78. http://dx.doi.org/10.1016/j.procs.2020.02.131.

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Mosallam, Khalid, und Wai-Fah Chen. „Design considerations for formwork in multistorey concrete buildings“. Engineering Structures 12, Nr. 3 (Juli 1990): 163–72. http://dx.doi.org/10.1016/0141-0296(90)90003-b.

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