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Journal articles on the topic 'Multistoried Building'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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1

Assistant, Prof Patil Jaya Dr. P. M. Alandkar. "DRIFT ANALYSIS IN MULTISTORIED BUILDING." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 5, no. 12 (2016): 490–505. https://doi.org/10.5281/zenodo.203914.

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In Multistoried building design, lateral load ((i.e. wind or earthquake loads) are mainly responsible for drift which very often dictates in selection of structural system for high rid. To bring the maximum drift down to allowable limits, cross sectional of beams and columns have to increase in many case. For buildings having small number of storey, lateral load rarely affect of the building increase, the increase in size of structural members and possible rearrangements of the structure to account for lateral load. The lateral displacement in moment frames is the greatest among the other late

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Bhade, Shweta S. "Construction Sequence Analysis and Conventional Lumped Analysis considering P-Delta Effect by Using Etabs." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 1181–89. http://dx.doi.org/10.22214/ijraset.2021.36448.

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While analyzing a multistorey building frame, conventionally all the probable loads are applied after modeling the entire building frame. But in practice the frame is constructed in various stages. Accordingly, the stability of frame varies at every construction stage. Even during construction freshly placed concrete floor is supported by previously cast floor by formwork. Thus, the loads assumed in conventional analysis will vary in transient situation. Obviously, results obtained by the traditional analysis will be unsuitable. Therefore, the frame should be analyzed at every construction sta

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3

Dhakal, Ashish, and Rajendra Shrestha. "Torsional Improvements in a Multistoried Building with Plan Irregularities." Journal of Advanced College of Engineering and Management 7, no. 01 (2022): 17–27. http://dx.doi.org/10.3126/jacem.v7i01.47317.

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Irregular buildings consist of large number of modern urban structures. Though some buildings look symmetrical in plan might have irregular distribution of mass, strength and stiffness along the plan and height of the buildings. In common sense, a building with a regular geometry is supposed to be regular building. While the building is designed to be used for different functions along the building area and along the building plan the presence of opening, staircase positioning and positioning of the shear/core wall for different purpose like lift and HVAC (Heating, Ventilation and Air Conditio

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Mulgund, Akshata A. "Seismic Evaluation of Multistoried Building with Infill Masonry." Bonfring International Journal of Man Machine Interface 4, Special Issue (2016): 45–49. http://dx.doi.org/10.9756/bijmmi.8155.

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Sharma, Mohit, and Dr Savita Maru. "“Dynamic Analysis of Multistoried Regular Building”." IOSR Journal of Mechanical and Civil Engineering 11, no. 1 (2014): 37–42. http://dx.doi.org/10.9790/1684-11123742.

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Shaher, Dr Aref Murshed. "Foundation and Analysis of Multistoried High-Rise-Building." مجلة جامعة الملكة أروى العلمية المحكمة 1, no. 25 (2023): 23. http://dx.doi.org/10.58963/qausrj.v1i25.103.

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Analysis and design of buildings for static forces is a routine af- fair these days because of availability of affordable computers and specialized programs which can be used for the analysis. On the other hand, dynamic analysis is a time consuming process and requires additional input related to mass of the structure, and an understanding of structural dynamics for interpretation of analytical results. Reinforced concrete (RC) frame buildings are most common type of constructions in urban, which are sub- jected to several types of forces during their lifetime, such as static forces due to dea

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Barua, Saurav, and Rabaka Sultana. "A Study on Influence of Core Wall in Frame Structure Under Seismic Load." DIU Journal of Science & Technology 15, no. 1 (2024): 31–36. https://doi.org/10.5281/zenodo.13826919.

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Seismic load is crucial for the structural design of multistoried buildings. The study delves to evaluate performance of core wall in the building frame under seismic loading. Two models are compared in this research. One is typical frame structure without any shear wall i.e. model 1 and another one is frame structure with core wall, i.e. model 2. The study found that frame structure with core wall (model 2) have much lower story drift in comparison with frame structure without shear wall (model 1). Vis-à-vis, frame structure with core wall (model 2) experiences lower column reactions,

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Mev, Abdullah. "Out of Plane Offset in Multistoried Buildings: Analysis and Significance for Best Possibility Model Case." International Journal for Research in Applied Science and Engineering Technology 11, no. 6 (2023): 4530–39. http://dx.doi.org/10.22214/ijraset.2023.54480.

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Abstract: The phenomenon of out of plane offset in multistoried buildings has gained significant attention in the field of structural engineering. Out of plane offset refers to the vertical displacement or misalignment of structural components, such as walls or columns, in relation to the main vertical load-bearing elements of a building. This research paper aims to investigate the best possible strategies associated with out of plane offset in multistoried buildings. For this, total 6 possibility model cases with one additional case of 1.1 has made and all 7 cases analysed. When compared the

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Tiwari, Nitin. "Seismic Responses Analysis of Multistoried RC Building." International Journal for Research in Applied Science and Engineering Technology 6, no. 11 (2018): 155–62. http://dx.doi.org/10.22214/ijraset.2018.11028.

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10

., Nonika N. "SEISMIC ANALYSIS OF VERTICAL IRREGULAR MULTISTORIED BUILDING." International Journal of Research in Engineering and Technology 04, no. 09 (2015): 448–52. http://dx.doi.org/10.15623/ijret.2015.0409082.

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11

Joshi, Harsh. "Review on Seismic Analysis of Multistoried Building in Hilly Region." International Journal for Research in Applied Science and Engineering Technology 9, no. 12 (2021): 73–79. http://dx.doi.org/10.22214/ijraset.2021.39185.

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Abstract: Due to sloping land and high seismically active zones, designing and construction of multistory buildings in hilly regions is always a challenge for structural engineers. This review paper focuses to establish a review study on the Possible Types of building frame configuration in the hilly region and he behavior of Such building frames under seismic loading conditions, and (3) The recent research and developments to make such frames less vulnerable to earthquakes. This paper concludes that the dynamics characteristics of such buildings are significantly different in both horizontal

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Khan, Aasif, and Ankit Pal. "A Review on Base Shear Reduction by using same Grade of Concrete by Optimizing Size of Column Member." International Journal of Current Engineering and Technology 10, no. 02 (2020): 269–71. http://dx.doi.org/10.14741/ijcet/v.10.2.14.

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India is the fastest growing economy in the world and infrastructure plays a very important role in it. The Construction of high rise buildings in India is growing day by day. Therefore new ideas and venture are needed to make the building safe, economic and durable. The base shear reduction by using Optimum Size of column in Top Floors in Multistoried Building under seismic loading is the one of them. It reduces the size of column at the top levels of the building to reduce its self-weight.

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Khalil Al-Bukhaiti, Khalil, Khalid Zaidi, and Abdulrahman Ali. "Nonlinear static analysis of Multistoried Building in Yemen." Journal of Engineering and Applied Sciences 1, no. 1 (2018): 49–56. http://dx.doi.org/10.22496/jeas.v1i1.110.

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Surendran, Deepa. "Seismic Response Reduction of Multistoried Building using Dampers." International Journal for Research in Applied Science and Engineering Technology 7, no. 6 (2019): 181–86. http://dx.doi.org/10.22214/ijraset.2019.6032.

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Raju Badanapuri, Venkata. "Static and Dynamic Analysis of Multistoried Building in Seismic Zone-III." International Journal of Science and Research (IJSR) 10, no. 2 (2021): 86–96. https://doi.org/10.21275/sr21129160953.

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Patil, Gomatesh. "Seismic Performance Evaluation of Multistoried RCC Building with Oblique Column." International Journal for Research in Applied Science and Engineering Technology 13, no. 5 (2025): 1229–39. https://doi.org/10.22214/ijraset.2025.70434.

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Abstract: Exploring innovative structural solutions to enhance seismic resilience in buildings is critical in advancing the field of modern structural engineering. This research contributes to this endeavor by analyzing the role of inclined columns within frame systems and their potential to strengthen the earthquake resistance of structures. This study assesses how variations in column inclination, configuration, and quantity affect seismicbehaviour. This research utilized response spectrum analysis and evaluated key seismic performance indicators, including story displacement, inter-story dr

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S., Syed Ibrahim, and Sruthi A. "Numerical Modeling of Asymmetric Multistoried Buildings with Steel and Reinforced Concrete Shear Walls." Journal of Earthquake Science and Soil Dynamics Engineering 4, no. 2 (2021): 1–7. https://doi.org/10.5281/zenodo.5499578.

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Structural system of a high-rise building often more pronounced effects than a low-rise building on the financial and architectural aspects. Shear-wall is a structural system (element) that provides stability to the buildings against lateral loads especially, wind and seismic loads in addition to gravity load. The present study consists of numerical modelling of multi-storied residential buildings with and without shear walls using STAAD Pro software. Steel and reinforced concrete shear walls are considered in the models which are placed in multiple positions. It is found from the analysis tha

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Pal, Ankit, Mahendra Kumawat, and Mayank Choudhary. "A Review Study-Use of Different Shapes of Twin Towers High Rise building under Seismic Loading." International Journal of Current Engineering and Technology 10, no. 01 (2021): 37–39. http://dx.doi.org/10.14741/ijcet/v.10.1.6.

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It is observed that there are different-different types of high-rise buildings in the world with different shape and sizes. These buildings are mainly designed for seismic and wind load. Therefore it is required to take new ideas of construction and research on that so that the chances of wind and seismic failure can be reduced. After reviewing various papers it is necessary to analyze different shapes of twin towers in multistoried building under seismic zone as per Indian standards.

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Kaushik, S., and K. Dasgupta. "Analytical Study on Seismic Behavior of Rectangular Shear Wall Connected to Floor Slabs." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 591–97. http://dx.doi.org/10.38208/acp.v1.553.

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For construction of reinforced concrete buildings over four stories, structural walls are the predominant form for lateral load resistance under earthquakes. Current Indian seismic code for design of frame shear wall buildings (FSWB) do not explicitly consider the forces transferred from the floor slabs to the shear wall for seismic design. To assess stress concentration at the wall-slab junction region of the building and to observe the extent of possible damages in wall, slab and their junction region, nonlinear static analyses is carried out using ABAQUS program. Further, a wall-slab sub-as

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Mohammed, Gazanfer, and Rajashree Chinta Prof. "Analysis Of Multistoried Irregular Building With And Without Floating Column Using Etabs." Journal of Scientific Research and Technology (JSRT) 1, no. 6 (2023): 100–118. https://doi.org/10.5281/zenodo.8317104.

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In construction scenario of present days, floating column is growing as a new feature for the reinforced concrete framed buildings in urban regions of India. Generally, in earthquake prone areas such type of practices is undesirable. Use of floating column tends to increase the moments in columns, storey shear and storey drifts, etc. which ultimately decreases the strength of structures. The present study emphasizes to evaluate the presence and absence of floating column in high rise Irregular building for the different cases of RC frames were studied and analysed by dynamic analysis. In prese

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Nikam, Y. K., and Dr H. S. Jadhav. "Review on Multistoried Building with Flat and Grid Slab." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 4337–44. http://dx.doi.org/10.22214/ijraset.2022.45993.

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Abstract: An increase the use of tall structures is caused by a constant rise in population. An earthquake is called on by seismic waves that reach the surface of the earth. Different locations experience different shaking intensity during earthquakes, and these locations also experience various degrees of construction damage. In order to build the structure to withstand an earthquake, these lateral forces on the structure must be estimated and specified. Structures should be stiff and strong enough to control displacement at supports and be designed to resist these rapid forces. Even a buildi

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., Bhumika Pashine. "WIND ANALYSIS OF SQUARE AND RECTANGULAR GEOMETRY MULTISTORIED BUILDING." International Journal of Research in Engineering and Technology 05, no. 06 (2016): 460–66. http://dx.doi.org/10.15623/ijret.2016.0506081.

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Raghunandan, Choyal, and Rahul Sharma Prof. "Structural Analysis of Multistoried Building with different soil conditions." Journal of Advanced Cement & Concrete Technology 6, no. 1 (2023): 18–24. https://doi.org/10.5281/zenodo.7683584.

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<em>According to the current version of the IS: 1893-2002, practically all multi-story buildings must be examined as three-dimensional systems. Buildings can be conceptualised as having symmetrical mass, stiffness, and layout. Using the most latest software, STAAD Pro, the research will assess and compare the seismic response of a G+15 story RCC frame structure with different soil conditions (Hard, Medium, and Soft soil) for seismic Zone IV. The structural and seismic properties of Models M1, M2, and M3 are identical, with the exception of the type of soil. The models are seismically evaluated

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Rauniyar, Akash Prasad, and Er Deepak Juneja. "Comparative Study of Static and Dynamic Analysis of Multistoried Building." IOP Conference Series: Earth and Environmental Science 1327, no. 1 (2024): 012026. http://dx.doi.org/10.1088/1755-1315/1327/1/012026.

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Abstract In a moderate seismic activity, relying solely on the static force method to estimate the seismic force assessing the vulnerability and behaviour of RCC buildings under seismic loads is insufficient. The seismic response of the building system is highly influenced by the analysis method adopted. In the past years, static approaches were preferred due to their simplicity, although these methods provided safe design, they may have been overly cautious. Dynamic analysis, on the other hand, is a fundamental aspect of structural mechanics, that describes and predicts the behaviour of struc

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Bhat, Akeel Firdos, and Er Vikas Kumar. "Comparative Study on Deflection of a Multistoried Building with Shear Wall and Core Wall." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 3743–58. http://dx.doi.org/10.22214/ijraset.2022.43212.

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Abstract: To ensure the seismic effectiveness of highrise buildings different systems of lateral restraints are provided e.g., bracings, shear walls, core walls etc. In the present study, deflection of various joints, storeys & also the drifts have been gone through. For this purpose, 3 different models of multi-storeyed buildings were prepared consisting of a G+6 building with shear wall at the centre of edges on exterior walls, G+6 building with a core wall & G+8 building with a core wall were prepared using an integrated building designing software known as ETABS- 2016 (student vers

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Bhawsar, Abhishek, and Kavita Golghate. "Seismic Analysis of G+10 RC Shear wall multistoried Building With different Shear wall Index." International Journal for Research in Applied Science and Engineering Technology 12, no. 1 (2024): 1429–35. http://dx.doi.org/10.22214/ijraset.2024.58186.

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Abstract: A commonly employed system for resisting lateral loads in buildings is the shear wall system. Shear walls possess notable in-plane stiffness and strength, enabling them to effectively counteract substantial horizontal loads while also providing support for gravity loads. This dual functionality makes shear walls highly advantageous for enhancing the seismic performance of buildings. They play a pivotal role in contributing substantial lateral stiffness, strength, overall ductility, and energy dissipation capacity. To investigate the impact of shear wall configuration on the seismic p

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Bhawsar, Abhishek, and Kavita Golghate. "Seismic Analysis of G+15 RC Shear wall multistoried Building With different Shear wall Index." International Journal for Research in Applied Science and Engineering Technology 12, no. 1 (2024): 1436–45. http://dx.doi.org/10.22214/ijraset.2024.58187.

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Abstract: A commonly employed system for resisting lateral loads in buildings is the shear wall system. Shear walls possess notable in-plane stiffness and strength, enabling them to effectively counteract substantial horizontal loads while also providing support for gravity loads. This dual functionality makes shear walls highly advantageous for enhancing the seismic performance of buildings. They play a pivotal role in contributing substantial lateral stiffness, strength, overall ductility, and energy dissipation capacity. To investigate the impact of shear wall configuration on the seismic p

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Tafheem, Z., T. A. Arafat, A. Chowdhury, and A. Iqbal. "EFFECT OF BASE ISOLATOR ON THE STRUCTURAL RESPONSE OF REINFORCED CONCRETE MULTISTORIED BUILDING UNDER SEISMIC LOADS." Journal of Civil Engineering, Science and Technology 8, no. 1 (2017): 49–56. http://dx.doi.org/10.33736/jcest.378.2017.

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This study investigates the effect of base isolator on the structural responses of multistoried reinforced concrete building under time history earthquake loading. In the present study, six-storied reinforced concrete buildings with both conventional and isolated bases have been modeled. Conventional building has been modeled with fixed support whereas base-isolated building has been modeled incorporating rubber bearing near the base of all columns. Modal analysis has been performed to get an idea of possible mode shapes of the building. After that time history analysis has been performed in o

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Kumar, Madan, Vijay Kumar, Kunal Kumar, Ashish Kumar, and Akash Priyadarshee. "Seismic effect of steel bracing systems in RC frame models." Disaster Advances 17, no. 1 (2023): 35–43. http://dx.doi.org/10.25303/171da035043.

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A bracing system is a common type of construction used in multi-storyed buildings for strengthening the structure. This type of technique may be used for retrofitting of existing building. Steel braced frame is used to resist earthquake loads in multistoried buildings. Steel bracing systems are affordable, simple to install, take up less space and may be designed in a variety of ways to achieve the desired strength and stiffness. In this study, three different heights of building model were considered to analyze the effect of bracing systems. For the study, each model is considered to be diffe

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Ambadkar, Swati D., and Vipul S. Bawner. "Behaviour of multistoried building under the effect of wind load." International Journal of Applied Science and Engineering Research 1, no. 4 (2012): 656–62. http://dx.doi.org/10.6088/ijaser.0020101066.

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Malviya, Romesh, Sagar Jamle, and Kundan Meshram. "Examination on Increasing Stability of Multistoried Building: A Theoretical Review." International Journal of Advanced Engineering Research and Science 7, no. 1 (2020): 162–64. http://dx.doi.org/10.22161/ijaers.71.22.

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Shetgaonkar, Shreya Sitakant, and Purnanand Savoikar. "Seismic Response of Multistoried Building with Different Foundations Considering Interaction Effects." Applied Mechanics and Materials 877 (February 2018): 276–81. http://dx.doi.org/10.4028/www.scientific.net/amm.877.276.

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Current seismic design practice assumes the base of the building to be fixed and does not consider the flexibility of foundation and soil. This assumption is realistic only when the structure is founded on solid rock or when the relative stiffness of the foundation soil compared to the superstructure is high. Whereas, in reality due to natural ability of soil to deform, supporting soil medium modifies the response of the structure during earthquake to some extent. In this work the effect of soil structure interaction on seismic response of building resting on different types of foundation was

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Verma, Abhisheck, and Gagandeep. "Dynamic Analysis of Irregular Multi- Storied building using Staad pro." IOP Conference Series: Earth and Environmental Science 1110, no. 1 (2023): 012039. http://dx.doi.org/10.1088/1755-1315/1110/1/012039.

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Abstract The topic “Dynamic analysis of multistoried irregular building using Staad pro”is a topic of major concern as with industrialization and development most of the population opt for urban areas. The structural stability of a building has to be compromised in order to attain lateral loads due to earthquake and wind in concurrence to gravity loads. Hence, it is quite evident for a structure to have sufficient strength and enough stiffness to resist loads. Design and analysis nowadays are convenient as well as affordable just because of the availability of computers and specialized program

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Bajad, Mohankumar, and Rakhi D. Patil. "SEISMIC ANALYSIS OF MULTISTORIED OPEN GROUND STORY BUILDING WITH DIAGONAL STRUT AND SHEAR WALLS." Journal of Engineering and Sustainable Development 28, no. 02 (2024): 160–77. http://dx.doi.org/10.31272/jeasd.28.2.2.

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The Open Ground Story (OGS) building is a functional need of all urban areas so cannot be eliminated. According to studies from previous earthquakes, when there is severe earthquake shaking, Reinforced Concrete (RC) frame buildings with open ground levels function badly. In this work, four models of G+14 RC frame buildings with and without a shear wall, coupled sheal wall, and diagonal strut were modeled and analyzed using ETABS-2018 software's static and dynamic response spectrum method. Model 1 open ground story RC building without strut and the shear wall was compared to the other three mod

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D, Deeshma. "Analysis of Seismic Behavior of Multistoried R.C.C Building Resting on Sloping Strata under Seismic Load." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 5293–302. http://dx.doi.org/10.22214/ijraset.2021.36205.

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Construction of RC buildings in preferred locations in the north & eastern hilly regions have increased during the last few decades due to urbanization, population increase, and high influx of tourists. The buildings situated in hilly areas are much more prone to seismic environment in comparison to the buildings that are located in flat regions. Structures on slopes differ from other buildings since they are irregular both vertically and horizontally and therefore susceptible to severe damage when subjected to seismic action. The columns of ground storey have varying height due to sloping

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Niharika, .M. Keskar, and Dr.S.P.Raut. ""Comparative Study of Multi-Storey RC Building Having Flat Slab with and without Shear Wall with Conventional Frame Structure Subjected To Earthquake."." International Journal of Advances In Scientific Research and Engineering (IJASRE) 3, no. 3 (2017): 16–23. https://doi.org/10.5281/zenodo.570194.

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<em>In present era, there has been a considerable increase in the number of tall buildings. In construction industry a conventional RC building were commonly adopted for constructing residential, commercial and office building till recent. The use of flat slab system is very common in public buildings. The Structural efficiency of the flat slab construction is poor under earthquake loadings. It has low stiffness. It can be improved their stiffness by adding a supplemental lateral load resisting system in the form of shear wall. In the present work, a G+9 multistoried commercial building having

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Mohd, Minhajuddin, Mohammed Noor, and Farrukh Anwar Syed. "LINEAR DYNAMIC ANALYSIS OF RC FRAMED BUILDINGS." GLOBAL JOURNAL OF ENGINEERING SCIENCE AND RESEARCHES 4, no. 7 (2017): 161–70. https://doi.org/10.5281/zenodo.835764.

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Multistoried buildings with open ground floor are inherently vulnerable to collapse due to earthquake load, their construction is still widespread in the developing nations due to social and functional need for provide car parking space at ground level. Engineering community warned against such buildings from time to time. Dynamic analysis shall be performed to obtain the design seismic force, and its distribution to different levels along the height of the building. It should be performed for both regular and irregular building. These are provisions in IS 1893 (part 1) 2002, with respect to h

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Tiwari, Nitin. "A Review Paper on Seismic Responses Analysis of Multistoried RC Building." International Journal for Research in Applied Science and Engineering Technology 6, no. 11 (2018): 13–14. http://dx.doi.org/10.22214/ijraset.2018.11005.

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Kushwaha, Nitesh, Yusuf ., and Arvind Vishwakarma. "Review on Axial Forces acting on Column Members of Multistoried Building." International Journal of Current Engineering and Technology 11, no. 06 (2021): 600–604. http://dx.doi.org/10.14741/ijcet/v.11.6.1.

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In India, construction plays a very important role with the introduction of high-rise structures that has been increasing gradually. Along with this, the structure should be strong enough that each element should be economic and strong. The Reduction of Axial forces in Columns in Multistory building using Optimum size change approach is a new idea. It reduces the size of columns at the different levels of the building to reduce its self-weight. On other hand, the structural weight should be minimized when the self-weight of the same will be reduced and proved to be an economic structure. Concl

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., Tanveer Asif Zerdi. "SMART ANALYSIS OF MOST BUILD MULTISTORIED RCC BUILDING OF GULBARGA REGION." International Journal of Research in Engineering and Technology 03, no. 15 (2014): 683–86. http://dx.doi.org/10.15623/ijret.2014.0315127.

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Sazzad, Md Mahmud, and Md Samdani Azad. "Effect of building shape on the response to wind and earthquake." International Journal of Advanced Structures and Geotechnical Engineering 4, no. 4 (2015): 232–36. https://doi.org/10.5281/zenodo.1066648.

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With the increase in the application of modern technologies in Civil Engineering, construction of high rise buildings is increasing very hastily. Such buildings are prone to lateral loads from wind or earthquake. Numerous approaches have been adopted to minimize the severe effects of lateral loads on the high rise buildings. Shape of building is one of such approaches. This paper presents a numerical study of the effect of building shape on the response to wind and earthquake. Three different shapes of buildings have been considered in the present study and a comparison between different shape

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A., V. RADKEVYCH, and M. NETESA K. "ASPECTS DEFINITION OF RELIABILITY EVALUATION FACADE SYSTEMS FROM THE VIEW POINT OF EUROCODE." Science and Transport Progress, no. 4(58) (September 11, 2015): 205–12. https://doi.org/10.15802/stp2015/49287.

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<strong>Purpose. </strong>This paper is devoted to the definition of the most rational technique of reliability evaluation of facade systems of multistoried residential buildings with using the experience of buildings construction and operation abroad. The subject is also focused on defining the parameters of materials and facade systems, the improvement of which can increase the reliability and durability of facade systems of multistoried residential buildings, as well as cut the cost of their operation. <strong>Methodology. </strong>A comparative analysis of the operating expe

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Shrivastava, Yash. "Use of Shear Wall System in RC Building with Reinterant Corner." International Journal for Research in Applied Science and Engineering Technology 12, no. 1 (2024): 135–40. http://dx.doi.org/10.22214/ijraset.2024.57887.

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Abstract: The recent earthquake including the last Nepal earthquake (2015) in which many reinforced concrete structures have been severely damaged or collapsed, have indicated the need for evaluating the seismic adequacy of existing buildings. In multistoried framed building, damages from earthquake generally initiate at locations of structural weaknesses present in the lateral load resisting frames. This behavior of multi-storied framed buildings during strong earthquake motions depends on the distribution of mass, stiffness, strength in both horizontal and vertical planes of buildings. In fe

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Arunendra, Mishra, P. Gupta J., Singh Praveen, and Chimaniya Abhishek. "Reducing Damage Deformation for Earthquake Resistant Building." Journal of Recent Activities in Infrastructure Science 4, no. 2 (2019): 1–4. https://doi.org/10.5281/zenodo.2915046.

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Multistoried structures with open ground floor are characteristically powerless against breakdown because of tremor load; their development is as yet far reaching in the creating countries because of social and utilitarian requirement for give vehicle parking spot at ground level. Designing people group cautioned against such structures occasionally. Building is demonstrated and examined. Dynamic investigation of the structure models is performed in SAP-2000. The exhibition of the structure is assessed regarding Story Drifts, Lateral Displacements, and Base shear. For basic structure and appra

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Siddik, S. M. Hedaetullah Bin, Mst Nusrat Jahan Disha, and Arup Sutrodhar. "Pushover Analysis of Different Shapes of Symmetric and Asymmetric Reinforced Concrete Buildings as per BNBC 2020." Journal of Structural Technology 9, no. 1 (2024): 22–28. http://dx.doi.org/10.46610/jost.2024.v09i01.004.

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Bangladesh is situated in an earthquake-active region. It is necessary to identify structures at risk of damage and implement an effective safety standard. This evaluation requires methods beyond simplified linear-elastic approaches. As the number of high-rise buildings is increasing daily, there is an urgent need to design structures considering seismic loading. Although different procedures are possible, to assess how well a structure performs, the non-linear static analysis, also referred to as Pushover Analysis (or collapse analysis), is seen as a practical method. In the present study, fo

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Tanuja, V. Keneror, and Halhalli Vaijanath. "Seismic Analysis of Multistoried Building on Sloping Ground with Ground, Middle and Top Soft Storey." International Journal of Innovative Technology and Exploring Engineering (IJITEE) 9, no. 11 (2020): 112–18. https://doi.org/10.35940/ijitee.K7708.0991120.

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Buildings that rest on sloping ground are different from those that rest on level ground. Buildings located on sloping ground are much more prone to earthquakes because they are, in general, irregular, asymmetrical and tensional. Therefore, the movement of the ground affects them much more. Therefore, there is increased insertion of the shear wall to resist side loading. In this work, the multi-storey building G + 20 is analyzed on slopes of 0o and 24o. For the improvement and analysis of full-filled shear walls, GMT, type L and type C soft soil is used. The structure is analyzed by the respon

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Nagar, Ankush. "An Analytical Approach to Determine Base Shear Reduction Effects in Multistoried Building." International Journal for Research in Applied Science and Engineering Technology 8, no. 6 (2020): 1395–402. http://dx.doi.org/10.22214/ijraset.2020.6226.

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Hasan, Abu, Md Golam Kibria, and F. M. Mahmud Hasan. "Seismic Performance Assessment of a Multistoried Building and Retrofitting of RC Columns." IOSR Journal of Mechanical and Civil Engineering 14, no. 03 (2017): 79–86. http://dx.doi.org/10.9790/1684-1403027986.

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

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

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Omkar, Sonawane, and B. Walzade Swapnil. "Effect of Base Isolation in Multistoried RC Regular and Irregular Building using Time History Analysis." International Journal of Engineering Research & Science 4, no. 5 (2018): 30–37. https://doi.org/10.5281/zenodo.1256472.

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<strong><em>Abstract</em></strong><strong>—</strong> <em>Base isolation (BI) is a technique that has been used around the world to protect the building structures from the damaging effects of earthquake. The installation of isolator in building at base level considerably increases the time period of the structure, which means it reduces the possibility of resonance of the structure giving rise to better seismic performance of the building. The analysis is performed to compare the effectiveness of base isolation in regular and irregular multi-storied RC frame building. For this study, 15

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