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Статті в журналах з теми "Storey drif"

Автор: Grafiati

Опубліковано: 3 червня 2025

Оновлено: 31 липня 2025

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1

E., ANUSHA, V. RAGHVA RAO E., and CHENNA KESAVA N. "SEISMIC BEHAVIOUR OF R.C.C BUILDING WITH AND WITHOUT FLOATING COLUMNS." IJRPET 3, no. 11 (2017): 1–6. https://doi.org/10.1702/ijrpet/104481.

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Анотація:

The main purpose of the project is to study the seismic behaviour of R.C.C building with and without floating column,G+5 structures has been selected for carrying out the project work. The building models are generated using software STAAD. Pro 8V. Seismic behaviour of structures or buildings subjected to earthquake induced motions and vibrations. They are transferred to the structures from the soil. A column is supposed to be a vertical member starting from foundation level and transferring the load to the ground. The term floating column is also a vertical element which at its lower level re

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2

Adhau, Janhvi B. "Evaluating The Structural Performance of Soft Storey’s Through the Use of Haunches." INTERNATIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 05 (2025): 1–9. https://doi.org/10.55041/ijsrem47962.

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Abstract :-The research paper examines the seismic behavior of buildings with soft storeys, which are high-rise structures where the ground floor is open, often for parking. These soft storey create significant changes in the building’s lateral stiffness and strength, impacting the building’s performance during earthquakes. The study focuses on understanding how soft storeys affect seismic parameters such as storey drift, displacement, base shear, and storey overturning moments. The research evaluates buildings with soft storeys at different levels, using the Equivalent Static Method and seism

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3

Faiz, Milad, and Rajeev Kumar. "Comparative Effectiveness of Equivalent Static Analysis & Response Spectrum Analysis in Extreme Seismic Zones." IOP Conference Series: Earth and Environmental Science 1110, no. 1 (2023): 012013. http://dx.doi.org/10.1088/1755-1315/1110/1/012013.

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Abstract Earthquake is one of the horrible natural disasters. With the considerable developments in the constructional science, the experts have been able to find out the factor forces that cause earthquakes the damage and destructions in different types of buildings, including residential and commercial buildings, caused by earthquake are of high importance and need to be considered. The damage caused by earthquakes in multi-story buildings is usually in the weak points of the building, which is caused by Strength and changes in stiffness. this paper deal with two methods of analyze, linear s

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4

Mali, A. A., and P. M. Mohite. "Seismic Behaviour of Building with Soft Storey: Review." International Journal for Research in Applied Science and Engineering Technology 11, no. 1 (2023): 227–32. http://dx.doi.org/10.22214/ijraset.2023.48499.

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Abstract: The high-rise building in which ground storey consists of open space is known as building with soft floor. Such floor plays an important role in seismic performance of the building. This is due to the abrupt changes in lateral stiffness and strength caused by such storey. In the present era there is increase in population, finding parking for flats in congested areas has become a significant issue. As a result, erecting multistory structures with an open first floor is now a widespread practice. These Buildings that have all upper storeys enclosed by masonry walls but no infill mason

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5

Kumar, Nilesh, Jay Parmar, Maitri Dalal, Abhishek Samal, Jenish Patel, and Y. D. Patil. "Effect of Vertical and Mass Irregularity on RCC Structure Subjected to Seismic Loading." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 799–805. http://dx.doi.org/10.38208/acp.v1.586.

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Анотація:

he greatest challenge for any structural engineer in today’s scenario is to design seismic-resistant structures. The presence of vertical geometrical irregularity in building is a matter of concern when it is subjected to devastating earthquakes. Irregular configuration either in plan or in elevation is recognize as one of major causes of failure during earthquakes. The performance of a high rise building during strong earthquake motions depends on the distribution of stiffness, strength and mass along both the vertical and horizontal directions. If there is discontinuity in stiffness, strengt

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6

Zhu, T. J. "Seismic storey drift estimation." Canadian Journal of Civil Engineering 21, no. 6 (1994): 1081–83. http://dx.doi.org/10.1139/l94-112.

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The seismic storey drift estimation procedure in the 1990 edition of the National Building Code of Canada is evaluated for ductile moment-resisting frame buildings located in different seismic regions. The evaluation is based on a comparison of the storey drifts estimated from the code procedure with those obtained from the inelastic dynamic analysis of the buildings. The results indicate that the code procedure underestimates storey drift for low-rise ductile moment-resisting frame buildings. It provides good estimates of storey drift for medium- and high-rise ductile moment-resisting frame b

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7

Gupta, Diksha, and Deepti Hazari. "COMPARISON OF MULTISTOREY BUILDING USING RESPONSE SPECTRUM ANALYSIS IN DIFFERENT SEISMIC ZONES BY USING STAAD.PRO SOFTWARE." YMER Digital 21, no. 08 (2022): 353–68. http://dx.doi.org/10.37896/ymer21.08/31.

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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 anal

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8

Kare, Vaibhav, and Murtaza Safdari. "Dynamic Analysis of High-Rise Building with Outrigger System under Seismic Loading." International Journal of Research Publication and Reviews 03, no. 12 (2022): 2552–63. http://dx.doi.org/10.55248/gengpi.2022.31287.

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The present work has been done by observing the behaviour of outrigger structure using non dimensional parameter α and β under the action of earthquake load. The earthquake load calculation has been done by IS 1893 (Part-1):2016. In the structure, the outriggers and belt truss are placed at two different locations. The location has been decided by the study of many research paper that at top level of the building (i.e., floor no. 40) and other at 0.55H of the building (i.e., floor no. 22). In this study the non-dimension parameter α remain constant and β change their value by varying depth of

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9

Sadashiva, Vinod K., Gregory A. MacRae, and Bruce L. Deam. "Effects of coupled vertical stiffness-strength irregularity due to modified interstorey height." Bulletin of the New Zealand Society for Earthquake Engineering 44, no. 1 (2011): 31–44. http://dx.doi.org/10.5459/bnzsee.44.1.31-44.

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Structures may have vertical stiffness or strength irregularity for many reasons. In many practical cases, a change in storey stiffness, results a change in strength at the same storey. In this paper, the effect of a change in interstorey height is quantified. In order to do this, relationships between storey stiffness and strength resulting due to a modified interstorey height for a few common lateral force resisting systems was considered. It was applied to simple shear-type structures of 3, 5, 9 and 15 storeys, assumed to be located in Wellington. All structures were considered to have a co

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10

K, RAGHU, and SS Anagha. "COMPARITIVE STUDY OF MULTISTOREY BUILDING SUBJECTED TO WIND AND SEISMIC LOADS ACCORDING TO INDIAN STANDARDS." International Journal of Research and Analytical Reviews 9, no. 1 (2022): 281–87. https://doi.org/10.5281/zenodo.7483411.

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In modern day situation, increase in population growth has resulted in the requirement of shelter. Hence, the construction of multistoreyed buildings has increased. For durable construction, the study of impact of wind and seismic loads on the structure becomes compulsory. In this present study, a comparison of wind and seismic for a G+8 multistorey building was analyzed by using ETABS v 18.1.1 software. The effect of lateral forces are determined by the parameters such as storey displacement, storey drift and storey shear etc.

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11

Patel, Nirav, and Deepak Koirala. "Linear and Nonlinear Dynamic Analysis of Reinforced Concrete Building with V Shape Steel Bracing." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 07, no. 10 (2023): 1–11. http://dx.doi.org/10.55041/ijsrem26031.

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In this study, the RC-MRCBFs were used with V braced frame. The core objective of this examination is to understand the earthquake behavior of the RC-MRCBFs in steel V braced frames. Response spectrum analysis (RSA) is used to understand the seismic performance of the steel braced and un-braced RC frames. Total 12 steel braced RC frames and 12 un-braced frames for all 4 story, 8story, 12 stories and 16 stories are studied and observed the seismic parameter such as fundamental time period (FTP), top story displacements, inter-story drift, base shear and story stiffness of the structures. After

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12

Wang, Qiu Wei, Qing Xuan Shi, and Peng Wang. "Theoretical Analysis Research on Story Drift Limit for Steel Rinforced Concrete Composite Structures." Applied Mechanics and Materials 275-277 (January 2013): 1123–26. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1123.

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Steel reinforced concrete structures are organic combination of steel and concrete and the calculation formula of inter-story drift should be between them.The calculation formula of storey yield drift for reinforced concrete frames is obtained by adding the deformantion of beams, columns and joints, and the comparison shows that theoretical results agree with test data. Inter-story yield drift ratio for steel reinforced concrete (SRC) framees are proposed by using the same assumption and procedure, and story drift limit for SRC frames with certain assurance probability are proposed according t

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13

Suresh Kannan, S. "Seismic Analysis of Soft Storey Building in Earthquake Zones." IOP Conference Series: Earth and Environmental Science 1130, no. 1 (2023): 012023. http://dx.doi.org/10.1088/1755-1315/1130/1/012023.

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Abstract In this paper (G+8) building is modeled like a bare frame, a bare frame with the shear wall, and a bare frame with X bracing by changing the soft storey to different floors. The static analysis effect is determined for all three models with zone IV and zone V using Staad pro-V8i software. The main objective of the research was to assess the impact of a soft storey in various earthquake zones and by varying places of the soft storey from first to the top floor and for frames with different column shapes by seismic analyses in staad pro. The results of variable building models are obtai

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14

Shilpa S and Navith K B. "Behavioural Study of Infill’s Walls on Soft Story Building." September 2021 7, no. 09 (2021): 79–83. http://dx.doi.org/10.46501/ijmtst0709013.

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Open ground storey or soft storey is a typical feature in multistory structures in urban areas. This open storey is provided to accommodate parking, reception lobbies, office, communication hall etc. Many of structure having soft storey suffered major damage and collapsed in recent earthquakes. During an earthquake, because of variation in stiffness in soft story and its adjacent floors the inter story drift can occur and the lateral forces cannot be well distributed along the height of building. Lateral forces concentrate on soft story causes large displacement. In this work, an attempt has b

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15

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

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

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16

Udayakumar and Kumar B. Harwalkar Aravind. "Analysis of Retrofitted Cold Formed Steel Multistory Building Frame." International Journal of Innovative Technology and Exploring Engineering (IJITEE) 10, no. 11 (2021): 29–39. https://doi.org/10.35940/ijitee.K9468.09101121.

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Анотація:

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

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17

Bhatta*, Krishna Prasad, and Gurpreet Singh. "Dynamic Response of Vertical Irregular Building As Per IS 1893(Part 1):2016." International Journal of Innovative Technology and Exploring Engineering 9, no. 4 (2020): 1957–63. http://dx.doi.org/10.35940/ijitee.c1215.029420.

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Nowadays highly increases in the high rise building with architectural requirement in modern city. The purpose of the study is to understand the response of the building due to vertical irregularities. In this paper the incorporated irregularities are as per IS1893 (Part )1:2016 and study response of 12 story building frame 13 models with mass irregular, stiffness irregular and vertical geometric irregularities are analyze in ETABS 2017 by linear dynamic analysis i.e. Response spectrum Analysis. The various structural response parameters such as maximum storey displacement, inter story drift a

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18

Shital, Salunkhe. "Analysis of Multi-Storied Buildings for Plan Irregularities by Using ETAB." Journal of Earthquake Science and Soil Dynamics Engineering 5, no. 3 (2023): 1–10. https://doi.org/10.5281/zenodo.7550534.

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ETABS stands for three-dimensional analysis of building systems. ETABS is commonly used to analyze skyscrapers, concrete structure low- and high-rise buildings, this project mainly highlights for structural behavior of multi-story buildings with 2 different plan configurations like H shape and S shape modeling of 10-stories RCC framed buildings done on the ETABS software for analysis. Post-analysis of the structure included base shear, storey forces, story displacement, storey drift and then compared. The presence of irregularity in buildings is a matter of concern when it is subjected to deva

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19

Bisane, Siddhesh. "Influence of Shear Wall on Seismic Response of a Structure." International Journal for Research in Applied Science and Engineering Technology 9, no. 9 (2021): 1054–60. http://dx.doi.org/10.22214/ijraset.2021.38129.

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Abstract: Structural analysis is the science of determining the effects of different loads on structures. Structural stability and stiffness are a main concern in any high-rise structures. Shear walls are structural members that are mainly responsible for resisting lateral loads predominant on structures. They are mainly responsible to increase the stiffness, reduce story drift and displacement. In order to have a comprehensive understanding about the contribution of shear wall, following research is carried out. This research involves comparing two G+16 structures; one without a shear wall an

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20

Sagar H and Naveen R. "Seismic Response of Open Ground Story Reinforced Concrete Buildings, Considering with Soil-Structure Interaction." International Research Journal on Advanced Engineering Hub (IRJAEH) 2, no. 10 (2024): 2503–9. http://dx.doi.org/10.47392/irjaeh.2024.0343.

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This study investigates the seismic behavior of open-ground story (OGS) reinforced concrete buildings with soil-structure interaction (SSI) using SAP2000. The study mainly focused on mid-rise (8-storey) and low-rise (4-storey) OGS buildings, incorporating different masonry infill materials such as brick, concrete blocks, and autoclaved aerated concrete (AAC) blocks. Selected ground motions from the Bhuj, El Centro, and Chi-Chi earthquakes were utilized to simulate varying seismic intensities and frequency content. Critical parameters such as top-story displacement and inter-story drift are ana

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21

Sabiha, Shaikh Qasim Qamar. "Evaluation of Lead Rubber Base Isolation in High Rise Structure." International Journal for Research in Applied Science and Engineering Technology 13, no. 3 (2025): 7–14. https://doi.org/10.22214/ijraset.2025.67023.

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Seismic isolation also known as base isolation is one of the best earthquake resistant design concept in which a building is decoupled from the earthquake ground motion or seismic waves. In base isolation the base of the structure is isolated using isolators which help in decoupling. This study will therefore evaluate the performance of High-Rise structure with Lead Rubber Bearing as an Isolation System for different structures using seismic and wind analysis with focus on determining the effect of soft storeys within structures on variables such as storey displacement, storey drift, storey st

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22

Zheng, Shan Suo, Wei Yang, Qing Lin Tao, and Yi Hu. "Analysis of Storey Damage Effect Factors of SRC Frame-RC Core Tube Hybrid Structure under Cyclic Loading." Applied Mechanics and Materials 166-169 (May 2012): 52–55. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.52.

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Based on the general finite-element software ABAQUS, the FE model of 30-story SRC frame-RC core tube hybrid structure is built up. The maximum story drift angle of the structure under cyclic loading can effectively characterize the changes in storey damage. With the new achievements on damage effect factors, the relation between storey damage and component damage of various types and influence of the main design parameters on the storey damage law are analyzed. It is found that storey damage degree is more serious with the increase of stiffness character value and shear wall depth-thickness ra

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23

Kale, Mr Keshav Raghunath, Mr Satish Sahebrao Manal, and Mr Mahesh Shivajirao Bankar. "Investigation of Linear Dynamic Analysis and Duc-tile Design of High Rise Structure as per Revised Indian Code." International Journal for Research in Applied Science and Engineering Technology 11, no. 4 (2023): 2731–40. http://dx.doi.org/10.22214/ijraset.2023.50605.

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Abstract: This thesis gives a comparative seismic analysis of high rise structure in zone III and zone IV using the New IS 13920- 2016 standards. The recent earthquakes in India revealed unequivocally that conventional structural design and construction techniques fail to meet fundamental seismic resistance standards. The use of ductile design and detailing methods in conventional construction is a critical topic that requires attention. The ductility of reinforced concrete structures as a whole is a difficult topic. However, specific design factors and reinforcing details may be used in parti

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24

Shray, Sourabh Lal1* &. Mahesh Ram Patel2. "SEISMIC EFFECTS ON MEDIUM RISE STRUCTURES ISOLATED WITH FRICTION PENDULUM BEARINGS." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 8, no. 8 (2019): 116–25. https://doi.org/10.5281/zenodo.3377426.

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In the present work, friction pendulum bearings (FPB) are added to a hypothetical open ground storied regular building and its performance is compared to that to a fixed base building. The finite element model of the structure was placed in Zone V as per IS:1893(Part-1)-2002 so as to obtain its performance in terms of story drift, top story displacement, overturning moments and storey shear. Linear Time History Analysis (LTHA) was carried out on the modeled structures and it was observed that although the base isolated model exhibited greater displacements, the interstory displacements and dri

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25

A.A., Saudagar, and R. M. Sawant Dr. "Comparative Study of Seismic Performance of a Multi-Storey Building with Prismatic and Non-Prismatic Beam." Journal of Structural Engineering, its Applications and Analysis 3, no. 1 (2020): 1–7. https://doi.org/10.5281/zenodo.3597123.

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In general, it is observed that during earthquakes most of the buildings fail due to the failure of beam-column joints. To increase the integrity between beam and column a haunch (brace) can be provided at the junction. The main disadvantage of the prismatic beam frame is that these are as strong as there joints are weak, no matter how strong it is held with the ground or how strong is beam or column, it will fail as its joint get cracked. In this paper results from the analytical study of various parameters like modal time period, base shear, maximum storey displacement, storey drift and stif

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26

K., K. PATHAK, and DHOKANE SHALAKA. "A Study on the Effectiveness of Bracing Systems in Soft Storey Steel Buildings." Journal on Today's Ideas - Tomorrow's Technologies 4, no. 2 (2016): 77–88. https://doi.org/10.15415/jotitt.2016.42006.

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A soft storey or a weak storey is one in which the lateral stiffness is less than 70 percent of that in the storey above or it can be less than 80 percent of the average lateral stiffness of the three stories above. For the reduction of lateral deflection of a structure, a bracing system is provided. In seismic design of structure and in high rise structure, the provision of bracing system has become more effective. So this paper aims to find out the effect of bracing on soft storey of steel building. In this paper, G+9 steel frames are modeled with different type of bracing pattern and differ

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27

Gaddamwar, Palash Gajanan. "Comparative Study of RCC Structure of different types by using Shear Wall, Damper & Bracing System." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 05 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem34382.

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Анотація:

In seismically active places, earthquake restrictions would provide a difficulty to the majority of multistory buildings. The fundamental issue in the design of the multi-story building is lateral stability, which is required to control lateral drift and displacement, withstand lateral pressures, and avoid buckling. Reinforced concrete (RCC) structures usually utilise a damper, bracing, and shear wall system to mitigate the impacts of seismic activity. Both systems have significant structural performance. Despite the fact that both technologies are used for the same purposes, their effects and

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28

Mr. Mayur M Solanki, Prof. Nirmal S. Mehta, Prof. Arjun M. Butala, and Prof. Vikki S. shah. "Optimum Location of Outrigger Structural System in Tall Vertical Irregular RC Building Subjected to Lateral Loads." International Research Journal on Advanced Engineering Hub (IRJAEH) 2, no. 08 (2024): 2173–78. http://dx.doi.org/10.47392/irjaeh.2024.0295.

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Анотація:

The development of tall buildings has been rapidly increasing worldwide, introducing new challenges that need to be met through engineering judgment. One effective structural system used to control excessive drift due to lateral loads is the outrigger system. This system minimizes the risk of structural and non-structural damage during small or medium lateral loads caused by wind or earthquakes. Particularly for high-rise buildings in seismically active zones, the outrigger system is a suitable structural choice. This thesis employs ETABS 21.0.0 software to analyze the performance of vertical

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29

Montuori, Rosario, Elide Nastri, and Bonaventura Tagliafierro. "An Optimal Seismic Force Pattern for Uniform Drift Distribution." Buildings 9, no. 11 (2019): 231. http://dx.doi.org/10.3390/buildings9110231.

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Анотація:

The force distribution proposed by codes, which in many cases is framed in the equivalent static force procedure, likely leads to design structures with non-uniform drift distribution in terms of inter-storey drift and ductility demands. This can lead to an unbalanced drift demand at certain storeys. This phenomenon may also amass cyclic damage to the dissipative elements at this very storey, therefore increasing the probability of premature failure for low-cycle fatigue. This work proposes a new force design distribution that accounts for higher mode effects and limits the displacement concen

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30

J., Lekha Sambhavi1 &. CH. Swathi2. "STUDY OF BEHAVIOUR OF SEISMIC EVALUATION OF MULTI STORIED BUILDING WITH FLOATING COLUMNS BY USING E-TABS." GLOBAL JOURNAL OF ENGINEERING SCIENCE AND RESEARCHES 6, no. 7 (2019): 12–19. https://doi.org/10.5281/zenodo.3345190.

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Анотація:

Many urban multi-storey buildings in India today have open first storey as an unavoidable feature. This is primarily being adopted to accommodate parking or reception lobbies in the first storey. Floating columns are adopted to increase the built up area on the floor. Floating column is one of the structural irregularities in buildings and it is highly undesirable in building built in seismically active areas. In this paper present study about analysis of G+7 Building with and without floating column in seismic zone II is considered. Two models are made to Analysis the Behaviour of Building ba

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31

Bathula, Lathasri, Galapati Deepa, and Bhagyalaxmi Akkinapally. "Effect of Vertical Aspect Ratio on Mass, Stiffness and Vertical Geometric Irregular Structures." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 10 (2024): 1–5. http://dx.doi.org/10.55041/ijsrem37974.

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Occurrence of earthquake will highly damage the structures which are not modelled and designed to resist such loads it may cause sometimes the collapse of structures leads to loss of human lives. The size of the building and slenderness ratio are the important factors for the efficient structural design. The aspect ratio of buildings is considerably effects under seismic loads. It is important to know the influence of aspect ratio on the irregular structures in high seismic zone areas. The research has been performed on the 15 storey building frames of five cases with mass, stiffness and verti

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Raj, Ranjana. "Analysis of RC Framed Post Tensioned Slab Structure to Evaluate the Performance of Floating Column with and without Shear Wall using ETABS." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 5279–86. http://dx.doi.org/10.22214/ijraset.2021.36201.

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This research aims to develop analytical study of post tensioned slab with floating column. In present scenario buildings with floating columns are of typical feature within the fashionable multi storey construction practices in urban India. Such sorts of constructions are highly undesirable in building inbuilt seismically active areas. For this buildings are given floating columns at one or more storey. These floating columns are highly disadvantageous during a building inbuilt seismically active area. The earthquake forces that are developed at different floor levels during a building got to

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Nakum, Amit R., and Dr K. B. Parikh. "To Evaluate the Seismic Response of a Building Having Stiffness Irregularity and Plan Irregularity with Quintuple Friction Pendulum System." International Journal for Research in Applied Science and Engineering Technology 10, no. 6 (2022): 375–80. http://dx.doi.org/10.22214/ijraset.2022.43707.

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Abstract: Quintuple friction pendulum (QFPS) bearing is a new generation sliding isolation system having multiple spherical sliding surfaces. The friction isolation system with single sliding surface is designed for a specific level of ground shaking, which may prove ineffective in case of other hazard levels. The QFPS bearing on the other hand, exhibits adaptive behavior and imparts greater amount of flexibility to the designer for various levels of earthquake shaking. Here, the effectiveness of Quintuple Friction pendulum system is carried out to study the seismic demands of base-isolated bu

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Suthar, Devender Kumar, and Sabhilesh Singh. "Dynamic Analysis of Irregular Steel Building with or Without Diagrid Structure." International Journal of Innovative Research in Engineering and Management 10, no. 6 (2023): 12–18. http://dx.doi.org/10.55524/ijirem.2023.10.5.3.

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In this paper, our work presents the comparison of irregular steel structures with or without diagrids according to earthquake conditions proposed in IS 1893:2016. An irregular 2B + G+18 story steel building with plan size (15 m x15 m), located in zone IV having medium soil conditions is considered for analysis. The modelling and analysis are carried out using ETABS 2019 software. All structural members are designed as per IS456:2000. Analysis and study of both steel buildings, taking into account the dynamic analysis along the wind and the lateral effects of the wind and all load combinations

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KUMAR, AITARAJU PRAVEEN, and KATUKOORI VEDA SAMHITHA. "Influence of Mass Irregularities on the Seismic Behavior of Multi-Storied Using STAAD.Pro Connect Edition." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 08, no. 12 (2024): 1–5. https://doi.org/10.55041/ijsrem39349.

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The seismic behavior of multi-story buildings is greatly influenced by their structural configuration. Irregularities in plan or elevation, particularly mass irregularities, are critical factors contributing to structural failure during earthquakes. Proper identification and management of such irregularities are essential to optimize a building's functionality and aesthetics. This study examines the seismic response of a G+14 reinforced concrete (RC) frame structure with and without mass irregularity. The analysis focuses on storey drift, storey displacement, lateral loads, maximum bending mom

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Waris, Muhammad Bilal, Khalifa Al-Jabri, and Issa El-Hussain. "COMPARISON OF OMAN SEISMIC CODE WITH INTERNATIONAL COUNTERPARTS BASED ON REGIONAL SEISMIC HAZARD." Journal of Engineering Research [TJER] 19, no. 1 (2022): 1–12. http://dx.doi.org/10.53540/tjer.vol19iss1pp1-12.

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Oman Seismic Code (OSC) was developed in 2013 to provide guidelines for seismic analysis and design of buildings in the Sultanate of Oman. Prior to its development, specifications of Uniform Building Code 1997 (UBC) and International Building Code 2006 (IBC) were used. This study compares base shear, lateral force distribution, and effective storey drift obtained from the three seismic codes using equivalent static load and response spectrum analysis methods. Reinforced concrete buildings with 25m x 40m plan having columns at 5m spacing are used; 3-, 6-, 13- and 19- storeys are considered havi

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Shubham, Srivastava*1 Pranav Srivastava2 &. Mohd. Zain3. "IMPACT OF BHUJ EARTHQUAKE ON G+7 BUILDING BY TIME HISTORY ANALYSIS AND COMPARE ITS RESULTS TO RESPONSE SPECTRUM METHOD." GLOBAL JOURNAL OF ENGINEERING SCIENCE AND RESEARCHES 5, no. 7 (2018): 161–67. https://doi.org/10.5281/zenodo.1307144.

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Severe damage has been caused by medium intensities earthquakes and therefore the need of earthquake resistant design of structures. The seismic analysis can be performed by linear static analysis, nonlinear static analysis, linear dynamic analysis and nonlinear dynamic analysis. In present research, the linear dynamic response spectrum and time history analysis is adopted to evaluate the response of G+7 multi-storeyed building with open storey and infill walls. The structure is been modelled and analysed utilizing STAAD-PRO-V8i and various seismic responses of the building are being calculate

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Mishra, Balgovind, and Dr Raghvendra Singh. "Non-Linear Time History Analysis of G+15 RC Frame Building with Shear Wall." International Journal for Research in Applied Science and Engineering Technology 10, no. 3 (2022): 1074–83. http://dx.doi.org/10.22214/ijraset.2022.40818.

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Abstract: The structure is vulnerable to ground movement during an earthquake and damages the structure. It is important to know the nature of the movement of the ground in order to prevent damage to the structure due to the movement of the ground. The main purpose of Shear wall is to counter the lateral forces acting on the structure and it act as a vertical cantilever beam. The time history method is used for nonlinear dynamic analysis. The nonlinear time history analysis is conducted on four different model using CSI ETABS19, several values of all four models were found out from Structure.

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Sawwalakhe, Abhijit K., and Prabodh D. Pachpor. "Comparative Study Of Conventional Slab, Flat Slab And Grid Slab Using ETABS." IOP Conference Series: Materials Science and Engineering 1197, no. 1 (2021): 012020. http://dx.doi.org/10.1088/1757-899x/1197/1/012020.

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Abstract In today’s construction, the traditional slab is mostly supported by a beam, with a small slab thickness and a large beam depth, and the weight is carried from beam to column. The flat slab allows architects to place partition walls wherever they are needed. It is widely used because it reduces weight, speeds up building, and is cost effective. Similarly, since its inception, the conventional slab has provided benefits such as increased stiffness, increased weight carrying ability, as well as being safe and cost effective. Grid slabs are necessary where the span is greater, and grid b

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Basanta, Adhikari, and Poudel Ashish. "Comparative Study of Building Response on Adoption of NBC105: 2020 and IS 1893 (Part 1): 2016." Indian Journal of Structure Engineering (IJSE) 3, no. 1 (2023): 14–21. https://doi.org/10.54105/ijse.C4006.053123.

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<strong>Abstract: </strong>Nepal suffered a massive loss of life and property from Gorkha Earthquake in 2015AD. Many building structures were either partially or fully damaged and most affected were classic buildings and monuments which were constructed without any design consideration and didn't pose any resistance during the earthquake. After, a broad study and hazard analysis of earthquakes, the Nepal government concluded that the construction methods needed to be revised. The first building regulation in 1994AD known as NBC: 105: 1994 was drafted after the earthquake in 1988 in the eas

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Md, Musharraff Hussain, and Ismail Mohammed Mr. "Analysis and Comparison of High Rise Structure with Base Isolation and Dampers." Journal of Scientific Research and Technology (JSRT) 1, no. 5 (2023): 17–30. https://doi.org/10.5281/zenodo.8227403.

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As a consequence of building collapses and other structural damage, the number of lives lost due to earthquakes has risen dramatically over the last several decades across the globe. Such destruction during earthquakes is undeniable proof of the dangers posed by such events to buildings and other facilities, including homes, hospitals, and schools. It was crucial to conduct this research to ensure the efficacy of technology like base isolation and dampers in preventing damage to buildings during tremors. The goal is to ensure the structure doesn't collapse when subjected to lateral pressur

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Waseemuddin, Asad, and Kumar Harwalkar Aravind. "Seismic Analysis of Rcc Structure with Different Types of Dampers." International Journal of Innovative Technology and Exploring Engineering (IJITEE) 9, no. 12 (2020): 205–10. https://doi.org/10.35940/ijitee.L7933.1091220.

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In the present Era escalation of multi-storey high rise building is very common because of rapid urbanization in the entire world also innovation in the field of Engineering, science and Technology. Also Engineers have sophisticated designing software. As height of the building increases building response to the wind and seismic load increases. It means that forces and displacement of the structure is directly proportional to the height of the structure. Many research studiesare going on to reduce the structural instability due to high speed winds and earthquakes. During the earthquake the mul

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Patel, Meet, Nirmal Mehta, and Arjun Butala. "Comparative Study of G+7 Storey Residential Building in Seismic Zone 5." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 1453–62. http://dx.doi.org/10.22214/ijraset.2022.45462.

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Abstract: The important objective of Structural engineers is to design and build a structure in such a way that damage to the structure and its structural component during the earthquake is minimize. This report aims towards the Seismic analysis of a multi- storey RCC building with symmetrical configuration. For the analysis purpose model of seven storey RCC with symmetrical floor plan is consider. Seismic Zone 5 is considering for this Research work. The analysis is carried by using Seismic Coefficient Method & Response Spectrum Analysis. Seismic Coefficient Method is a part of a Linear S

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NEGARA, I. DEWA GEDE JAYA, SALEHUDIN SALEHUDIN, I. WAYAN YASA, HERI SULISTIYONO, ANID SUPRIYADI, and LALU DWIKI AXELA ANDRIAWAN. "PENGARUH DURASI IRIGASI TETES TERHADAP REDUKSI LENGAS TANAH PADA LAHAN POLYBAG." GANEC SWARA 17, no. 3 (2023): 1000. http://dx.doi.org/10.35327/gara.v17i3.538.

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Soil moisture is an important factor needed by plants for growth, and therefore the amount of soil moisture that can be stored depends on the type of soil or the composition of the soil-forming materials. Compost is one of the nutrients that is often used in the manufacture of planting media on land in the form of polybags, and the amount of compost composition on the soil is thought to greatly affect the ability to store water in the media, both the size and duration of storage. This study aims to examine the effect of using compost on storage of irrigation water in the form of soil moisture

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R.K.L. Su. "Seismic Behaviour of Buildings with Transfer Structures in Low-to- Moderate Seismicity Regions." Electronic Journal of Structural Engineering, no. 01 (March 28, 2008): 99–109. http://dx.doi.org/10.56748/ejse.9001.

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A literature review has been conducted aimed at improving the general understanding of the seismic response of concrete buildings with transfer structures in low-to-moderate seismicity regions. This paper summarizes and discusses the existing codified requirements for transfer structure design under seismic conditions. Based on the previous shaking table test results and numerical findings, the seismic effects on the inelastic behaviours of transfer structures are investigated. The mechanisms for the formation of a soft storey below transfer floors, the abrupt change in inter-storey drift near

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Shaik, Mahaboob Subhani, and Beeraiah Budda. "Seismic Evaluation of Multi Storey Building with Ground Soft Story and with Infill Action." International Journal of Innovative Technology and Exploring Engineering (IJITEE) 10, no. 6 (2021): 22–27. https://doi.org/10.35940/ijitee.F8726.0410621.

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The improvements in (3D) three–dimensional underlying examination and processing assets have permitted the effective and safe plan of taller constructions. These constructions are the outcome of expanding metropolitan densification and financial suitability. The pattern towards continuously taller constructions has requested a move from the conventional strength based plan approach of structures to an emphasis on obliging the general movement of the design. Presently a day's supported cement (RC) divider outline structures are generally suggested for metropolitan development in zones

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E., ANUSHA, V. RAGHVA RAO E., and CHENNA KESAVA N. "SEISMIC B E H AV I OUR OF R.C.C BUILDING WITH AND WITHOUT FLOATING COLUMNS." JournalNX - A Multidisciplinary Peer Reviewed Journal 3, no. 11 (2018): 1–6. https://doi.org/10.5281/zenodo.1135366.

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The main purpose of the project is to study the seismic behaviour of R.C.C building with and without floating column,G+5 structures has been selected for carrying out the project work. The building models are generated using software STAAD.

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E., ANUSHA, V. RAGHVA RAO E., and CHENNA KESAVA N. "SEISMIC BEHAVIOUR OF R.C.C BUILDING WITH AND WITHOUT FLOATING COLUMNS." JournalNX - a Multidisciplinary Peer Reviewed Journal Volume 3, Issue 11 (2017): 1–6. https://doi.org/10.5281/zenodo.1420152.

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The main purpose of the project is to study the seismic behaviour of R.C.C building with and without floating column,G+5 structures has been selected for carrying out the project work. The building models are generated using software STAAD. Pro 8V. Seismic behaviour of structures or buildings subjected to earthquake induced motions and vibrations. They are transferred to the structures from the soil. A column is supposed to be a vertical member starting from foundation level and transferring the load to the ground. The term floating column is also a vertical element which at its lower level re

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Prof.Eshwaraj, Dr. Vinod B R, Dr. Ananthayya M B, and Prof. Gowtham B. "Precast Concrete Construction Technology." International Research Journal on Advanced Science Hub 7, no. 02 (2025): 70–78. https://doi.org/10.47392/irjash.2025.009.

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Multi-storey building would be the greater part influenced by quake constrains to seismic prone areas. The major concern in the design of the multi-Storey building is the structure to have enough lateral stability to resist lateral forces buckling to control lateral drift and displacement of the building. The application of the shear wall system in Reinforcement concrete (RC) building has been widely used to minimize seismic consequences. Besides, the building with concentrated steel bracing system is used for the building. Both of the system has significance of the structural performance. Alt

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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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