Academic literature on the topic 'RCC FRAME'

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Journal articles on the topic "RCC FRAME"

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 substantial insight into the weak links in seismic concert of a structure and we can know the weak zones in the structure. In this project effort has been made to investigate the effect of Shear Wall and Structural Wall on lateral displacement and Base Shear in RCC Frames. RCC Frames with G+13 are considered, one with soft storey and other with normal building in L- shape. The pushover analysis of the RCC building frame is carried out by structural analysis and design software ETABS.
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2

Laxmi, P. S., and Dr D. K. Kulkarni. "Damage Recognition in RCC Building Frame." Bonfring International Journal of Man Machine Interface 4, Special Issue (2016): 145–50. http://dx.doi.org/10.9756/bijmmi.8172.

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3

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. Generally, tube in tube structures is formed by connecting peripheral frame tube and inner core tube so closely, it is not seen as a solid system but it acts like a solid surface. The total loads acting on the structures to be collectively shared between the inner and outer tubes. The tubed frames Structure are new concept for tall building. In tubed mega frames instead of one central tube several vertical tubes are carrying the lateral loads. a comparative study of tube in tube structures and tubed mega frame system with different building geometry has been done using ETABS software.
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4

M, Ramesh, and Dr Chidananda G. "A Study on Seismic Performance of Open Ground Storey RCC Frames Analyzed by Response Spectrum Method." International Journal for Research in Applied Science and Engineering Technology 10, no. 10 (2022): 420–28. http://dx.doi.org/10.22214/ijraset.2022.47006.

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Abstract: In the present study, seismic performance of Open Ground Storey (OGS) RCC frames is investigated using ETABS software. Bare frame, OGS frames and frames with RCC walls at ground storey are considered and infill walls are modelled as equivalent diagonal strut as per IS 1893–Part 1 (2016) codal provisions and equation given by Paulay and Priestley (1992). Seismic parameters viz. storey displacement, drift ratio, stiffness, shear and overturning moments for the developed RCC models are obtained by response spectrum analysis as per IS 1893–Part 1 (2016) in seismic zone III.
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5

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 caused by earthquake forces In this investigation a RC framed building of G+20 storeyed is considered in several seismic zones under different soils as per Indian Standard code IS 1893(part1):2016, using STAAD. Pro V8i as software tool. Finally evaluate the ultimate Base shear using Equivalent static method and Response spectrum method addressing under design forces.
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6

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 1940 EL-Centro (NS component) time history has been used for the study. The failure patterns were observed within the column-beam joints. The difference between the input signal and the output signal has been noted and found to be in good agreement with each other.
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7

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 plus 19 storied R.C.C, Steel and Composite (steel-concrete) multi-storied parking structure’s frame of same plan using ETABS 2013 software and compare their structural parameters with estimated cost for required material. All frames are designed for same gravity and dynamic loadings. The RCC deck-slab is used in steel and composite frame. Beam and column sections are made of RCC, steel or steel-concrete composite sections. The composite construction option provided about 25 % and 18% less cost when compared to RCC and steel structure, respectively. Comparative study concludes that the composite frames are best suited among all the three types of constructions in terms of material cost and benefit added with better structural behaviour.
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8

V, Indrani, Shubha D. K, and Lavina E. J. "Dynamic Analysis of Multistory RCC Building Frame with Flat Slab and Grid Slab." International Journal of Trend in Scientific Research and Development Volume-2, Issue-4 (2018): 1143–48. http://dx.doi.org/10.31142/ijtsrd14269.

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9

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 into account different studies. Keyword: RCC Structure, Steel Structure, Composite Structure, Joint Displacement, Base Shear
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10

Sanjay, Phatale Swarup. "Seismic Analysis of RCC, Steel and Steel Concrete Composite Frame." International Journal for Research in Applied Science and Engineering Technology 7, no. 7 (2019): 249–55. http://dx.doi.org/10.22214/ijraset.2019.7037.

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