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Journal articles on the topic 'RCC FRAME STRUCTURE'

Author: Grafiati

Published: 11 September 2023

Last updated: 31 July 2025

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1

Amrapali Kasabe and Vaibhav Shelar. "Pushover analysis of building using soft story at different levels." World Journal of Advanced Engineering Technology and Sciences 9, no. 1 (2023): 203–10. http://dx.doi.org/10.30574/wjaets.2023.9.1.0160.

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In India the enormous loss of life and property perceived in the last couple of decades, attributable to failure of structures instigated by earthquakes. Responsiveness is now being given to the assessment of the sufficiency of strength in framed RCC structures to resist solid ground motions. The seismic reaction of RCC building frame in terms of performance point and the earthquake forces on Reinforced building frame with the help of pushover analysis is carried out in this project. In this method of analysis a model of the building is exposed to a lateral load. Pushover analysis can afford a

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2

Bore, Miss Sapana, and Prof R. M. Desai. "Wind Analysis of RCC Tube in Tube Structure." International Journal for Research in Applied Science and Engineering Technology 10, no. 11 (2022): 1691–701. http://dx.doi.org/10.22214/ijraset.2022.47703.

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Abstract: Modern tall buildings have efficient structural systems, and utilize high-strength materials, resulting in reduced building height, and thus, become slenderer and more flexible with low damping. These flexible buildings are very sensitive to wind excitation and earthquake load causing discomfort to the building occupants. Therefore, in order to mitigate such an excitation and to improve the performance of tall buildings against wind loads and earthquake loads, the tube in tube structures and tube frame structures are the innovative and fresh concept in the tubular structures. General

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Vaibhav Vilas Shelar, Prasad Prakash Shirgavkar, Sonal Vaibhav Shelar, Vijay Shivaji Shingade, and Samina M Kazi. "Fragility analysis of existing RCC frame structure." World Journal of Advanced Engineering Technology and Sciences 13, no. 1 (2024): 527–34. http://dx.doi.org/10.30574/wjaets.2024.13.1.0430.

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This In recent years, number of studies have been carried out for the evaluation of vulnerability of structure during seismic events. Fragility analysis is one of the important probabilistic approach to estimate the damage data at different damage state during seismic events. The G+7 Reinforced Concrete frame structure is considered for analysis. The structure is analyzed in ETABS by Non-linear Pushover Analysis. Fragility curve developed for Non-linear Pushover Analysis from results obtained by capacity spectrum method for different damage states. The fragility curves are derived from analyti

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Verma, Pankaj Kumar. "Comparative Study Seismic Analysis of RCC, Steel & Steel-Concrete Composite Frame: A Review." International Journal for Research in Applied Science and Engineering Technology 9, no. 8 (2021): 2369–72. http://dx.doi.org/10.22214/ijraset.2021.37665.

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Abstract: This study examines how composite structures are gaining popularity in developing countries. For medium and high levels in RCC buildings are no longer economical due to increased weight, range limitations and low natural frequencies and dangerous formwork. Steel and concrete composite structures are becoming increasingly popular today and are safe throughout their useful lives. Round Steel and concrete structures are the best solution for modern buildings. In this article we will discuss the various results of building construction for RCC, metal and composite construction taking int

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Kuddus, Mir Abdul, and Partha Pritom Dey. "Cost Analysis of RCC, Steel and Composite Multi-Storied Car Parking Subjected to High Wind Exposure in Bangladesh." Civil Engineering Journal 3, no. 2 (2017): 95–104. http://dx.doi.org/10.28991/cej-2017-00000076.

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Steel-concrete composite constructions in Bangladesh are nowadays very popular owing to their advantages over conventional concrete and steel constructions. Concrete structures are massive and allot more seismic weight and less deflection whereas steel structures instruct more deflections and ductility to the structure, which is beneficial in resisting earthquake and wind forces. Composite construction combines the better properties of both steel and concrete along with lesser cost, speedy construction, fire protection etc. The objective of this study was to analysis and design ground floor pl

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Laddha, Vrunda R., Sharda P. Siddh, and Prashant D. Hiwas. "Analytical Investigation of Composite Structure in Comparison of RCC Structure." IOP Conference Series: Materials Science and Engineering 1197, no. 1 (2021): 012069. http://dx.doi.org/10.1088/1757-899x/1197/1/012069.

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Abstract High rise structures becoming very common everywhere due to scarcity of land and increasing population. Though we have RCC structure system as high-rise buildings, but in RCC buildings due to bulky size of the components of the structure self-weight will be more due to the heavy density of materials. By observing the difficulties and challenges in the field of high-rise structures engineers are using efficient structural system that is Steel Concrete Composite Structure. Composite structure consists composite deck slab, composite beam and composite column. Composite Structure complies

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Shrirame, Sharad, Prof Sanjay Dhenge, and Prof Girish Sawai. "Comparative Analysis of Lateral Loads Resisting System for RCC Structure." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 2267–73. http://dx.doi.org/10.22214/ijraset.2022.42719.

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Abstract: This research work focuses on comparison of seismic analysis of G+12 story buildings stiffened with shear wall at various locations. The performance of the building is analysed in Zone II, for Mumbai city. This research paper includes understanding the main zone factor that tends the structure to perform poorly during lateral moments caused by earthquake in order to achieve their appropriate behaviour under future earthquakes. The analysed structure is symmetrical, G+12, Ordinary RC moment-resting frame (OMRF). Modelling of the structure is done by using staad proV8i software. The Ti

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Wadde, Abhishek, and Dr Uttam Awari. "Wind Analysis of RCC Tube in Tube Structure Using ETABS Software." International Journal for Research in Applied Science and Engineering Technology 10, no. 12 (2022): 2322–32. http://dx.doi.org/10.22214/ijraset.2022.48468.

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Abstract: The advancement in construction field is increased day by day. The numbers of buildings, height of building is increased. The effect of lateral load is increased with respect to the increase of height. Advance construction methods and structural systems are to be introduced to enhance the structural safety. There are different types of structural systems which are to be used to resist the effect of lateral loads on the buildings. tube, bundled tube, tube in tube, and tube mega frame structures tubular structures. A tube-in-tube structure Comprises of a peripheral framed tube and a co

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9

Kasat, Pankaj. "Analysis of RCC Frame Structure with Change in Location of Floating Columns." International Journal for Research in Applied Science and Engineering Technology 10, no. 9 (2022): 475–79. http://dx.doi.org/10.22214/ijraset.2022.46656.

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Abstract: The objective of present study is to analyze and compare the change in location of floating column in R.C.C frame structure. The comparison of both structures is studied by calculating, finding and tabulating comparative values of displacement. The study reflects that with change in structure i.e. the behavior of structure towards earthquake changes, nodal displacement, moment, and base shear values shows drastic changes towards resistivity against seismic forces. The soft computing tool and commercial software STAAD-Pro is used for modeling and analysis also the study done over here

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10

Vikas, R. Vishwakarma, and Bhadke Sanjay. "Performance Assessment of RCC Structure by Infilled RC Frame Using Structural Software." Journal of Structural Engineering, its Applications and Analysis 5, no. 2 (2022): 1–18. https://doi.org/10.5281/zenodo.6560899.

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The obtained result based on the study performed is presented in current chapter. All the result is represented in graphical format. And the story shear of the bare frame and infill frame is compared in table format. Present study is carrying out on bare frame structure (without considering the wall load) and the infill frame structure (wall load is considered in the form of strut). Further every structure is analyzed with the STAAD-Pro V8i software.

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11

Raju, Y. Kamala, G. V. V. Satyanarayana, and G. Arun Sai. "RCC Highrised Residential Buildings its Influence on Earthquake Loads." E3S Web of Conferences 184 (2020): 01107. http://dx.doi.org/10.1051/e3sconf/202018401107.

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The present decade, high rise multi-storey buildings are subjected to many external effects such as earthquake, wind loads, tidal loads, etc., in most cases high rise buildings have more vulnerable to earthquake and wind loads. Most of the reinforced concrete multi-storeyed frame buildings were heavily damaged and many of them completely collapsed during due earthquakes. RC frame buildings were severely damaged due to various deficiencies when proper codal provisions are not designed. A study is need to study the behaviour of the RC framed structure under earthquake load to reduce the damage c

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Maharjan, Rajib, and Vivek Shrestha. "Analysis of One Bay Residential Building with Combined RCC Frame and Load Bearing Wall Structures." Journal of the Institute of Engineering 13, no. 1 (2018): 117–24. http://dx.doi.org/10.3126/jie.v13i1.20356.

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The major purpose of this study is to justify construction method of a hybrid structure in core area with construction complexity due unsafe excavation conditions and tries to define its rigidity and strength. Both RCC and Frame structure transfer same load to ground through foundation but the transfer mechanism varies. In some practical condition, building construction should be carried out in compact areas with unsafe adjoining building where adequate excavation for foundation cannot be carried out. In such cases, one bay hybrid structure is proposed for construction with combined RCC frame

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Mamun, Dr Md Abdullah Al, and Anik Mahamud. "Resilience of Steel Framing Structures over Reinforced Concrete RC Structures for Seismic Safety Using ETABS." International Journal of Latest Technology in Engineering, Management & Applied Science XIII, no. IV (2024): 52–60. http://dx.doi.org/10.51583/ijltemas.2024.130407.

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This study focuses on seismic resilience of steel framed structure over reinforced concrete structure by using a structural design software named ETABS. Structural Analysis was conducted for a simple layout, both steel frame and RCC frame were analysed and found the analysis it was clarified that steel framing structure shows more resilience against seismic wave in seismic prone region like Bangladesh. Through this comprehensive analysis of both framing systems, steel emerges as a superior alternative, offering strength, flexibility, precision, and sustainability. The findings underscore the i

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Dr., R. M. Sawant, and A. Saudagar A. "Review on Structural Performance of Haunch Reinforced Concrete Beams." Journal of Civil and Construction Engineering (e-ISSN: 2457-001X) 5, no. 3 (2019): 43–49. https://doi.org/10.5281/zenodo.3463220.

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Beams are the most important part of any reinforced concrete structural frame as they carry bending moments and shear force coming from the member supported on it. Generally, beams used in construction of RCC frame structure are prismatic in section and more specifically rectangular in section. As there are many advantages of such beam in short span and medium span beam, they become very much thicker, weighted and bulky for the long span. Thus, they become inefficient and uneconomical. The haunch beam having varying cross-sectional area will be more efficient and economical for large span beam

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Dhiraj, Naxine *. Associate Prof.R.V.R.K Prasad. "COMPARATIVE STUDY IN THE ANALYSIS OF MULTISTOREY RCC STRUCTUR BY USING DIFFERENT TYPES OF CONCENTRIC BRACING SYSTEM ( BY USING SOFTWARE )." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 5, no. 7 (2016): 483–88. https://doi.org/10.5281/zenodo.57010.

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The most of the RCC buildings were failed Iin the past due to lateral load. Bracings systems are one of the lateral load resisting system which has got structural importance specially in reinforced concrete buildings. Different bracing systems are efficient enough for seismic responses. Steel bracing systems have both practical and economical advantages. The application of steel bracings is faster to execute. The steel bracings are usually installed between existing vertical members. The purpose of the study of seismic response of a building is to design and build a structure in which the dama

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Arastu, M., and K. Moin. "Seismic Analysis of Reinforced Concrete Frame Using Shake Table Test." Journal of Applied Engineering Sciences 13, no. 1 (2023): 23–26. http://dx.doi.org/10.2478/jaes-2023-0004.

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Abstract Recently, the reinforced cement concrete (RCC) frame has been one of the most commonly used structural systems for buildings in the high seismic region due to its inherent earthquake-resistant property. However, there is still a deficiency in understanding the RCC building structural system dynamic behaviour during significant earthquakes. A 1/4th scaled RCC framed building structure has been tested on the shake table in the present study. The response in terms of engineering parameters like natural time period, damping, story acceleration, and damage pattern have been reported. The 1

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17

Srivastava, Sharad, and Ganesh Jaiswal. "Analysis of Multistorey RCC Frame subjected to Mainshock and Aftershock Earthquake." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 4700–4707. http://dx.doi.org/10.22214/ijraset.2022.46053.

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Abstract: Structure analysis and design are significantly influenced by earthquake. It is believed that seismic evaluation is required for the viability and serviceability of both present and future building structures. When a structure's base is subjected to a certain type of ground motion, a time history analysis is performed to examine the dynamic reaction of the structure at each time interval. The near-field earthquake ground motion verification may have specific impacts for both forward and backward directivity. The initial's velocity and displacement motions, respectively, exhibit pulse

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18

Kadu, Amruta. "Seismic Analysis of RCC and Steel Building on Sloping Ground." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 1753–62. http://dx.doi.org/10.22214/ijraset.2021.36732.

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It is necessary to design and analyse a structure to perform well under seismic loads and also endow with well strength, stability and ductility for seismic design. The seismic performance of high rise steel frame and RCC frame structure is analysed by equivalent static method. The advancement in building, Information, modelling has integrated design, detailing, and fabrication of steel which will result in high performance under earthquake loading. In present work various models were analysed with the help of Staad pro. And the results so obtained were plotted and compared.

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., Puneeth Sajjan. "STUDY ON THE EFFECT OF VISCOUS DAMPER FOR RCC FRAME STRUCTURE." International Journal of Research in Engineering and Technology 05, no. 09 (2016): 31–36. http://dx.doi.org/10.15623/ijret.2016.0509005.

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20

Kene, Piyush. "A Comparative Study on Analysis of a Conventional Multi-Storey Building & a Monocolumn Building." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 3851–59. http://dx.doi.org/10.22214/ijraset.2021.35964.

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The comparative study on analysis of RCC Frame structure supported on a single column and multi-column is done in this project. Cost comparison , Ground space comparison is done between RCC single column and RCC multi column structure .This paper presents structural modelling, stress, bending moment, shear force and displacement, deflection design considerations for a structure and it is analysed using STAAD-Pro. Various steps involved in designing of RCC Frame structure supported on a single column and multi-column by using software are Geometric Modelling, providing material properties and s

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Gautam, Vikas, and Rakesh Grover. "Seismic Analysis of G10 High Rise Structure Using Shear Wall on Staad Pro." International Journal for Research in Applied Science and Engineering Technology 13, no. 5 (2025): 3687–95. https://doi.org/10.22214/ijraset.2025.70892.

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Abstract: The Shear walls are commonly used as a vertical structural element. They are used for resisting the lateral loads which are induced by the loads due to wind and earthquake. Besides shear walls also carry gravity loads. An attempt is made for seismic analysis of RCC building bare frame & with shear wall at corner position using STAAD Pro Connect Edition V22. A 11 storey building is taken under consideration. Two different Model of RCC building are used, one with no shear wall and other models with corner position of shear wall. Results will be obtained from analysis and plotted to

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22

Bhatt, Lalit, Gokarna Kunwar, Manas Raj Ojha, et al. "Performance Assessment of RCC-Steel Hybrid Structure." Journal of Engineering Issues and Solutions 4, no. 1 (2025): 56–66. https://doi.org/10.3126/joeis.v4i1.81564.

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This study presents a comparative evaluation of the seismic performance of three structural systems: Reinforced Cement Concrete (RCC), structural steel, and a vertically mixed RCC and steel hybrid frame. In the hybrid configuration, RCC is used in the lower two storeys and structural steel in the upper two, aiming to combine the strengths of both materials—concrete for its mass and stiffness, and steel for its lightness and ductility. Three building models of G+4 storeys each were developed in FEM tool ETABS and analyzed using the Equivalent Static Method, the Response Spectrum Method, and non

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Bhoyar, Mr Moreshwar K., and Prof Harshwardhan Rangari. "Review on Analysis of RCC beam, Column Joint and RCC Shear wall using FRP strengthening on Ansys Software." International Journal for Research in Applied Science and Engineering Technology 11, no. 3 (2023): 3327–31. http://dx.doi.org/10.22214/ijraset.2023.54314.

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Abstract: After occurrence of recent earthquakes in the most of world parts, scientific committees for reducing natural disasters and research centers declared based performance design, investigation faults, retrofitting, rehabilitation, new researches are related to strengthening of structures, notice performance, importance of structure, surface of earthquake levels, considering economic and feasibility. One of streningthening method of RC frame is using FRP laminates. Beam and column where intersects is called as joint or junction. The different types of joints are classified as corner join

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Sapate, Vishal, and Mahesh R. Chincholkar. "Tortional Effect in Vertically Mass Irregular RC Frame Structure under Response Spectrum Analysis." International Journal for Research in Applied Science and Engineering Technology 11, no. 7 (2023): 2279–86. http://dx.doi.org/10.22214/ijraset.2023.55120.

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Abstract: The structures having discontinuity like distribution of mass, stiffness and geometry of the structure are termed as Irregular structures. Irregular structures contribute a large portion of urban infrastructure. The past earthquakes have shown catastrophic effect on the buildings with irregularities. It was seen that the buildings with irregularities are more prone to earthquake then the regular building. In the present study a special case of vertical mass irregularity are discussed. Six different models including three basic cases of buildings models i.e. vertically regular structu

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Ragi, Krishnan, and Lakshmi Sivakumar Vidhya. "A Comparative Study of Geometry and Locations of Shear Walls on Regular and Irregular RC Structures by Using Response Spectrum Analysis." Indian Journal of Science and Technology 16, no. 30 (2023): 2358–64. https://doi.org/10.17485/IJST/v16i30.1168.

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Abstract <strong>Objectives:</strong> The current study intended to compare the geometry and location of shear walls on regular and irregular structures. <strong>Method:</strong> Using the software Response Spectrum method in ETABS, the dynamic parameters of irregular and regular structures with varied shear wall positions have been compared in this research. <strong>Findings:</strong> The output completely favours the system with shear wall rather than the system without a shear wall. The oscillation period of the RC frame structure with the shear wall is reduced by 5

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Srivastava, Sharad, and Dinesh Narain Srivastava. "Comparative Analysis of Multistorey RCC and Semi-Rigid Steel Frame with Cross Bracings Subjected to Mainshock and Aftershock Earthquake Sequence." IOP Conference Series: Materials Science and Engineering 1273, no. 1 (2023): 012011. http://dx.doi.org/10.1088/1757-899x/1273/1/012011.

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Abstract Strong Ground Motions have a significant impact on structural analysis and design. Seismic evaluation is deemed necessary for the quality, reliability, and feasibility of existing and developing structures. Earthquakes are even more disastrous when a mainshock is succeeded and preceded by aftershocks of higher magnitude. Most of the time, these aftershocks are ignored during analysis. In the last few decades, steel buildings have been crucial to the construction sector. On the other hand, RCC frames are commonly designed structures for commercial purposes and cost-effectiveness. IS 18

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S., Velmurugan, Preethiwini B., and Nisha Devi A. "BEHAVIOUR AND MODEL OF EARTHQUAKE RESISTANT STRUCTURE USING STEEL BRACING." International Journal of Engineering Research and Modern Education Special Issue, April 2017 (2017): 176–80. https://doi.org/10.5281/zenodo.573212.

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Most of the RCC buildings were failed in the past due to lateral load. Bracing systems are one of the lateral load resisting system which has got structural importance specially in reinforced concrete buildings. Different bracing systems are efficient enough for seismic responses. The steel bracings are usually installed between existing vertical members. The purpose of the study of seismic response of a building is to design and build a structure in which the damage to the structure and its structure component by earthquake is minimized. The use of steel bracing systems for strengthening or r

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Raman, Ravi Shankar, Shaik Anjimoon, Anandhi R J, et al. "Parametric Study of Three Dimension RCC Frame Structure for During Earthquake Condition." E3S Web of Conferences 507 (2024): 01030. http://dx.doi.org/10.1051/e3sconf/202450701030.

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In India’s seismically active region, the necessity for earthquake-resistant structures is highlighted by seismic waves that alter the motion of the earth. Response spectrum analysis combines modal responses via techniques including CQC, and ABS, taking into account a variety of response modes. This study compares earthquake loads using various soil types in Zone III and evaluates building performance during seismic events. The primary goal of the entire project is to analyse the seismic response of multistory buildings. Staad Pro Software does load calculations in order to analyse the entire

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Md., Golam Rabbi, and Faishal Hasan Md. "Effect of Soil Flexibility on Building Frame Analysis and Practice in Bangladesh." Journal of Advances in Geotechnical Engineering 5, no. 3 (2022): 1–9. https://doi.org/10.5281/zenodo.7437355.

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To analyze and design multi-story building frames, it is a conventional practice that the foundation is fixed but in actuality, the structure is ultimately supported on soil that has a flexible characteristic. Typically, during the design of the structure, the impact of soil-structure interaction (SSI) is disregarded in Bangladesh. This soil's flexibility may vary according to its characteristics of settling loads, variations in the soil strata below the foundation, etc. When earthquake loads come, the soil's flexibility causes at varying rates, which influences the design and distribu

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Sapate, Mr Vishal M., and Mr Nikhil S. Jadhav. "Comparative Study on Damage Index of RCC Frame Considering Fiber Discretization Technique." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 1420–27. http://dx.doi.org/10.22214/ijraset.2022.45492.

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Abstract: Damage indices which take into account both maximum deformation and cyclic effects were developed by Park and Ang. In the field of structural engineering, it’s observed that the Park and Ang damage index is mostly used for RCC structure. The damage index parameter assessed based on plastic hinge approach which is not effective to consider the coupled response between axial force and flexural moment especially in nonlinear domain. The accurate damage evaluations of structure are depending on other parameter such as, accurate modelling of frame, selection ground motion records. Masonry

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Mohammed, Salahuddin, G. Nauman Khan R, Moiz Mohammed, and Tosif Ahmed Mohammed. "Seismic Assessment of R.C.C Frame Building using Pushover Analysis." International Journal of Recent Technology and Engineering (IJRTE) 9, no. 3 (2020): 630–34. https://doi.org/10.35940/ijrte.C4523.099320.

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India is a making country with an arrangement of structure practices and social and money related structure, which needs to build up its own special strategies for seismic danger appraisal. The latest decade has shown our lack in peril decline programs, during the couple of hurting seismic quakes. In view of this quake alone in India there was massive loss of life and property. After this troublesome adversity thought is by and by being given to the appraisal of the adequacy of solidarity in structures to contradict strong ground developments. After Bhuj seismic quake IS-1893 was revised and a

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Rajkumar, K. C. "Experimental Investigation on Double Skin Composite Tubular Column." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (2021): 755–63. http://dx.doi.org/10.22214/ijraset.2021.35079.

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RCC and steel frames have been the most common frame systems for long times whereas composite frame system has also emerged as popular system for high rise buildings for few decades. Multi-storey composite frames are generally composed of structural steel members made composite with concrete. The use of Double-Skin Tubular columns in building construction has seen renaissance in recent years due to their numerous advantages, apart from its superior structural performance making a typical composite frame structure. Fiber reinforced polymers (FRPs), a relatively new class of non-corrosive, high-

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Indrani, V., D. K. Shubha, and E. J. Lavina. "Dynamic Analysis of Multistory RCC Building Frame with Flat Slab and Grid Slab." International Journal of Trend in Scientific Research and Development 2, no. 4 (2019): 1143–48. https://doi.org/10.31142/ijtsrd14269.

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Conventional R.C.C structure i.e flat slab, shear wall , column for different heights are modelled and analyzed for the different combinations of static loading with varying thicknesses of shear wall with varying height of multistoried building .The comparison is made between the conventional R.C.C flat slab structure of 10,20and 30 stories without shear wall . The comparison made between the conventional R.C.C flat slab structure of 10,20 and 30 stories with varying thicknesses of shear wall in multi storied buildings have been provided at some particular locations .The main objective of anal

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Bajpai, Shobhit. "Earthquake Resistance Performance of a Multistorey RCC Frame Considering Two Different Positions of the Staircase." International Journal for Research in Applied Science and Engineering Technology 10, no. 9 (2022): 1252–59. http://dx.doi.org/10.22214/ijraset.2022.46806.

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Abstract: The stairs have significant influence on the seismic lateral stiffness, vibration mode and internal force of frame beam column of the reinforced concrete frame structure. In this paper, 3 analysis models have been made by E-TABS. In these models, relevant analysis has been made about the influence of stairs in 10-storey building while it has no staircase, it is near the middle of the building and while it is near the corner of the building. Results from linear analysis show that in concrete structure, it is essential to consider the modelling of staircase as it causes additional stif

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Nabin, Acharya*. "Influence of Various Arrangements of Viscous Dampers on RCC Framed Buildings." International Journal of Scientific Research and Technology 2, no. 5 (2025): 124–46. https://doi.org/10.5281/zenodo.15345403.

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In recent years, there has been an increase in high-magnitude earthquakes, which has led to a need for research on seismic protection and its importance in safeguarding structures such as buildings and bridges. Adding supplementary damping to the structure can help reduce dynamic responses and base shear demand. Energy dissipation devices such as fluid viscous dampers (FVDs) are often used to mitigate structural sway during seismic activity. The proposed thesis aims to study the effect of a viscous damper on the seismic performance of RCC-framed buildings. In this study, 3-D models of Four and

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Shaikh, Mustaqueem A. Viquar, and N. Kakade D. "Relative Investigation and Cost of R.C.C., Steel and Composite Constructions via ETABS Software." Journal of Civil and Construction Engineering 5, no. 2 (2019): 39–48. https://doi.org/10.5281/zenodo.3250572.

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Building construction by composite material in the current era is very popular because of their vantage over conventional concrete and steel construction. It is observed that R.C.C buildings are being relatively large in size and give relatively high earthquake forces and low deflection as compare to steel building instruct more deflection and ductility to the structure, and this is beneficial in terms of resisting earthquake forces. In this paper, comparative study of RCC, steel and composite structures by using ETABS 2016 software of story G+12 buildings of RCC building, steel building and c

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Watekar, Deepak, Vedant Gaikwad, Raj Lokhande, and Shubham Kadam. "Seismic Analysis and Design of G+10 RCC Buildings across Different Environment Zones Using ETABS." International Journal for Research in Applied Science and Engineering Technology 13, no. 3 (2025): 2825–39. https://doi.org/10.22214/ijraset.2025.67922.

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Abstract: In India, reinforced concrete frame construction is the prevailing building practice. With the growing economy and urbanization, with the rising cost coupled with limited horizontal space and the demand for agricultural land, high-rise buildings are increasingly favored. These tall structures, must withstand both gravity and lateral forces. Given that many major Indian cities are located in high-risk seismic zones, hence strengthening buildings against lateral forces is essential. This study aims to compare seismic performance of G+10 storey structures in seismic Zones- II, III, IV a

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Saxena, Abhishek, PVVSRR Krishna, Uma Reddy, et al. "Examination of Wind Impacts on RCC Frame Structures in Different Wind Zones." E3S Web of Conferences 529 (2024): 01011. http://dx.doi.org/10.1051/e3sconf/202452901011.

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Reinforced refers to a structurally sound assemblage of carefully joined slabs, beams, columns, and foundation components. Through the use of this complex network, loads are systematically transferred from slabs to beams, then to columns, converge at the foundation, and finally travel to the soil beneath. This structural analysis offers a thorough investigation of load-carrying dynamics by examining multiple scenarios for the same structure while accounting for varying wind speeds. A G+9 storey building is subjected to a comparative evaluation in three different wind zones (I, II, and III) wit

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., Vikram Y. Tambvekar. "IMPORTANCE OF CONCRETE IN RCC FRAME STRUCTURE FOR HIGH RISE BUILDINGS AND IMPORTANT INFRASTRUCTURES." International Journal of Research in Engineering and Technology 05, no. 32 (2016): 34–38. http://dx.doi.org/10.15623/ijret.2016.0532005.

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Islahuddin, Muhammad, R. K. Khare, and Amit Melani. "Non Linear Seismic Behavior of RCC Low Rise Flat Slab Building." Journal of Structural Technology 7, no. 3 (2022): 20–25. http://dx.doi.org/10.46610/jost.2022.v07i03.004.

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The Building behaves nonlinearly as a result of both man-made and natural risks. Flat slab construction has several advantages over traditional RC frame construction. This work examines the progressive collapse analysis of a flat slab structure using a non-linear static analysis approach known as pushover analysis. In this sort of study, a computer model of a structure is exposed to a preset lateral load pattern. The modeling of a structure is done by software named ETABS, and pushover analysis is done. By doing this pushover analysis, we can identify the weak points in the structure and decid

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Singh, Anamika, Rajeev Singh Parihar, Abhay Kumar Jha, Barun Kumar, and Rajesh Misra. "Seismic Analysis for Zone III, IV, V of (G+14) Multistorey Building with Bracings System Using Staad Pro Software." International Journal for Research in Applied Science and Engineering Technology 10, no. 12 (2022): 1968–72. http://dx.doi.org/10.22214/ijraset.2022.48391.

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Abstract: This present study focuses G +14 Simple Building model In STAAD PRO software. With beam size 300 X 400 mm and column size 400 X 500 mm this reinforced concrete building having M30 grade of Concrete and Fe415 high density steel. To study the response of building with and without bracing system. The performance of the building is analyzed in Zone III, Zone IV, Zone V. Metallic braces is the easiest of simplest way of reducing response of building which gave rise to nine models for the analysis.Model1 in -BFB- Bare frame RCC Building.Model2 in -BX1-Framed building with Bracing at the ex

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Bhunia, Dipendu, Vipul Prakash, and Ashok D. Pandey. "A Conceptual Design Approach of Coupled Shear Walls." ISRN Civil Engineering 2013 (October 9, 2013): 1–28. http://dx.doi.org/10.1155/2013/161502.

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Earthquake causes considerable damage to a large number of RCC high-rise buildings and tremendous loss of life. Therefore, designers and structural engineers should ensure to offer adequate earthquake resistant provisions with regard to planning, design, and detailing in high-rise buildings to withstand the effect of an earthquake and minimize disaster. As an earthquake resistant system, the use of coupled shear walls is one of the potential options in comparison with moment resistant frame (MRF) and shear wall frame combination systems in RCC high-rise buildings. Furthermore, it is reasonably

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Bhende, Prof Pallavi. "Assessment of Seismic Response and Structural Performance of a Retrofitted G+9 Reinforced Concrete Building Utilizing RCC Jacketing and Steel Wrapping Techniques." International Journal for Research in Applied Science and Engineering Technology 13, no. 4 (2025): 15–25. https://doi.org/10.22214/ijraset.2025.68121.

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A seismic design is based upon combination of strength and ductility. Frequent seismic disturbances, the structure are expected to remain in the elastic range. By considering the actual dynamic nature of environmental disturbances, more improvements are needed in the design procedures. And some advance techniques are used to strengthen the existing structures i.e. different retrofitting methods. All these methods have their own advantages. The main objective of the present study is to analyze the behavior of Retrofitted building i.e. provision of steel jacketing in increasing the performance o

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Mangi, Naeem, Dildar Ali Mangnejo, Hemu Karira, M. Kumar, Ashfaque Ahmed Jhatial, and F. R. Lakhair. "Crack Pattern Investigation in the Structural Members of a Framed Two-Floor Building due to Excavation- Induced Ground Movement." Engineering, Technology & Applied Science Research 9, no. 4 (2019): 4463–68. https://doi.org/10.5281/zenodo.3370642.

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Increased urbanization causes traffic and parking issues especially in metropolitan cities like Karachi, London, Shanghai, etc. To accommodate parking issues for the vehicles mainly in urban areas (excavated) underground parking areas under or nearby high rise buildings are preferred. As a result of excavation, ground movements occur that have major impact on structures, buildings and utilities. The past research usually oversimplified surface structure as an equivalent elastic beam, which is unable to represent the behavior of a framed building realistically. In this study, the detrimental ef

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Abbasi, Amir, and Shrikant Mishra. "Investigation of Building having Shear Wall and Bracings using Linear Dynamic Analysis." International Journal for Research in Applied Science and Engineering Technology 10, no. 8 (2022): 478–84. http://dx.doi.org/10.22214/ijraset.2022.46224.

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Abstract: The design and analysis of earthquake resistant structures play importance factor all over the world. Hilly regions such as Ambikapur, Koriya, Dantewada & Jagdalpur district as a part of Chhattisgarh are more vulnerable in terms of seismic collapse structure in recent years and demand of high-rise structures with irregularity as given below is increasing now day due to high land cost & infrastructure there is much need or require of earthquake stability check. The paper is about analysis of different RCC Frames along with different cases of shear wall and X-bracing. The objec

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Amol, Surwade, and Rathore Harsh. "Seismic Analysis and Performance Evaluation of a Composite Building Frame Considering Wind Pressure as per I.S. 875-III: An ETABS-Based Approach." Journal of Earthquake Science and Soil Dynamics Engineering 6, no. 3 (2023): 1–8. https://doi.org/10.5281/zenodo.8412835.

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<em>Nowadays, there's a growing trend towards constructing tall buildings with cutting-edge architectural designs. People are increasingly seeking both aesthetic beauty and safety in high-rise structures. Architects and structural engineers prioritize safety and structural stability when designing these remarkable buildings, aiming to prevent any potential hazards or structural failures. In this study, we introduce a method for designing structures that seamlessly incorporate both safety and innovative design elements.</em> <em>As we all known that composite structures are now a days In tr

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Sakhare, Ashitosh. "Structural Analysis of RCC Beam-Column Joints and Shear Walls Strengthened with FRP using ANSYS." International Journal for Research in Applied Science and Engineering Technology 13, no. 6 (2025): 999–1012. https://doi.org/10.22214/ijraset.2025.72236.

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After occurrence of recent earthquakes in the most of world parts, scientific committees for reducing natural disasters and research centers declared based performance design, investigation faults, retrofitting, rehabilitation, new researches are related to strengthening of structures, notice performance, importance of structure, surface of earthquake levels, considering economic and feasibility. One of streningthening method of RC frame is using FRP laminates. Beam and column where intersects is called as joint or junction. The different types of joints are classified as corner joint, exterio

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Acharjee, Devjit, Srijani Bandyopadhyay, and Debasish Bandyopadhyay. "Stability Analysis of a Real Life Tilted RCC Over Head Reservoir (Tank) considering Soil-Structure and Fluid-Structure Interaction." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 1455–62. http://dx.doi.org/10.38208/acp.v1.676.

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Tilt and settlement of RCC structures with foundations over alluvial soil of greater Kolkata and surrounding Ganges Flood Basin is a frequent problem with respect to the stability of these structures. The tilt and subsequent distress have a significant effect on the overall stability of the Over Head Reservoirs (Tanks); which also depend on the nature of the supporting soil, Fluid Structure Interaction (FSI). Various NDTs can be performed to assess the condition of the concrete members, but this piecewise assessments may not adequately address the overall stability of the OHRs subjected to var

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Modi, Raghvendra R. "Seismic Performance Assessment of Masonary Infilled RC Frames by Using Staad PRO." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 3908–18. http://dx.doi.org/10.22214/ijraset.2022.43272.

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Abstract: Now a days construction of the RC frame is common because of the simplicity in construction. The masonry walls are mainly used for partition and insulation purposes rather than for structural purposes. However, during the earthquake, this filling contributes to the response of the structure and the behavior of the filling frame is different from that expected for the structure of the bare frame. The fill acts as a compression strut between column and beam. For this purpose, linear dynamic analysis were carried out on the structure of the RC masonry frame to study the influence of the

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Swarnkar, Jagriti. "Examining Seismic Response for Rigid Building Frame Having Composite Column." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 3647–53. http://dx.doi.org/10.22214/ijraset.2022.45821.

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Abstract: Concrete filled steel tubes are generally used in Beams, Columns, Piers and caissons for deep foundations. The steel tube functions as the formwork for casting the concrete and hence, construction cost is reduced. The prime focus of the present work is to study the behavior of RCC structure under the effect of seismic loads provided with composite columns. This research study comprises of seismic analysis with the design of rigid frame with Reinforced Concrete column, Concrete encased steel and steel tube encasing concrete columns. These cases are designed based on IS 1893:2016 using

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