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Journal articles on the topic 'RCC FRAME'

Author: Grafiati

Published: 11 September 2023

Last updated: 25 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

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

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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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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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 c

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6

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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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 pl

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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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9

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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10

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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11

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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12

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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13

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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14

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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15

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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16

Syed, Zubair I., Osama A. Mohamed, Kumail Murad, and Manish Kewalramani. "Performance of Earthquake-resistant RCC Frame Structures under Blast Explosions." Procedia Engineering 180 (2017): 82–90. http://dx.doi.org/10.1016/j.proeng.2017.04.167.

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17

Sutar, S. R., and P. M. Kulkarni. "Comparative inelastic analysis of RCC and steel-concrete composite frame." IOSR Journal of Mechanical and Civil Engineering 13, no. 04 (2016): 22–32. http://dx.doi.org/10.9790/1684-1304042232.

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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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19

Patkar, Aniket, and Santosh Mukkawar. "Break even analysis & response of longer span frames with or without post-tensioned beams in multipurpose hall." IOP Conference Series: Materials Science and Engineering 1197, no. 1 (2021): 012011. http://dx.doi.org/10.1088/1757-899x/1197/1/012011.

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Abstract In this paper analyzed the RC a nd PT Beam against variation in the clear span length of the beam. This work includes the design and estimate of Cost/Beam from 5m span up to 15m span length of the beam. Also, The response of the frame following two variation in its modelling. Initially, The primary model consists of a conventional RCC frame with all beams and columns as RCC. The secondarily model considers peripheral beams as RCC and interior beams with PT. Such as ETABS software used to designed RC beam element and ADAPT-PTRC used to designed PT beam element. However it has been note

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20

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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21

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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22

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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23

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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24

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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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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Lade, Mangesh. "Compare of various Types of Zipper Braced Damper with RCC frame." International Journal for Research in Applied Science and Engineering Technology 7, no. 6 (2019): 212–17. http://dx.doi.org/10.22214/ijraset.2019.6037.

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27

., Rakesh R. "MANNUAL AND SOFTWARE BASED NON LINEAR ANALYSIS OF RCC PORTAL FRAME." International Journal of Research in Engineering and Technology 05, no. 06 (2016): 405–10. http://dx.doi.org/10.15623/ijret.2016.0506072.

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28

., 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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29

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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30

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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31

Goyal, Ankur M. "Rehabilitation of RCC Frame Building: Case Study of School Building AT Bhimora." International Journal for Research in Applied Science and Engineering Technology 6, no. 4 (2018): 2283–89. http://dx.doi.org/10.22214/ijraset.2018.4390.

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32

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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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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34

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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35

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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36

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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Arastu, Mohammad, and Professor Khalid Moin. "Seismic Study of Precast Steel-Reinforced Concrete Building using Shake Table Test." International Journal of Innovative Technology and Exploring Engineering 12, no. 7 (2023): 1–7. http://dx.doi.org/10.35940/ijitee.g9575.0612723.

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Precast Steel-Reinforced Concrete (PSRC) structural frame systems for moment-resisting, comprised of Prefabricated Steel (S) girders and Precast Reinforced Cement Concrete (RCC) columns. This structural system has the advantage of inherent stiffness and damping during a seismic event. PSRC’s moment-resisting frame system is also known for its construction efficiency, lightweight, and low cost. Earlier investigations have shown PSRC systems helpful in designing and constructing buildings while maintaining ample strength and high ductility during seismic incidents. Despite much previous research

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Mohammad, Arastu, and Khalid Moin Professor. "Seismic Study of Precast Steel-Reinforced Concrete Building using Shake Table Test." International Journal of Innovative Technology and Exploring Engineering (IJITEE) 12, no. 7 (2023): 1–7. https://doi.org/10.35940/ijitee.G9575.0612723.

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<strong>Abstract: </strong>Precast Steel-Reinforced Concrete (PSRC) structural frame systems for moment-resisting, comprised of Prefabricated Steel (S) girders and Precast Reinforced Cement Concrete (RCC) columns. This structural system has the advantage of inherent stiffness and damping during a seismic event. PSRC’s moment-resisting frame system is also known for its construction efficiency, lightweight, and low cost. Earlier investigations have shown PSRC systems helpful in designing and constructing buildings while maintaining ample strength and high ductility during seismic incident

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39

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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40

Sathiaseelan, P., and S. Arulselvan. "Seismic Behavior of 4-storey Ferro-cement Retrofitted R.C Frame with RCC Strips in the Brick Infill Panel." Asian Journal of Research in Social Sciences and Humanities 6, no. 11 (2016): 390. http://dx.doi.org/10.5958/2249-7315.2016.01200.4.

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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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42

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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Airo, Richard Ooko, Stephen Asol Kapinde, Tsawe Munga Wa Chidongo, and Stephen Joshua Muoki. "Towards a Dialogic Community." Jumuga Journal of Education, Oral Studies, and Human Sciences (JJEOSHS) 7, no. 2 (2024): 1–13. http://dx.doi.org/10.35544/jjeoshs.v7i2.77.

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This article sets out to analyse the forms of interreligious dialogue (IRD) adopted by the Roman Catholic Church (RCC) Archdiocese of Mombasa towards the promotion of social cohesion in the Coastlands of Kenya. RCC has been working with local communities in moderation of religious extremism and promoting harmonious interreligious relations. This research article argues that the RCC dialogic models are geared towards creating a dialogic community which is inclusive and cherishes equity over inequality, justice over injustice, peace over violence, and unity over disunity. In an attempt to build

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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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Silva, Danilo dos Santos, José Leonardo Vanderlei de Carvalho, Pedro Paulo Martins de Carvalho, and Cláudio Alex de Oliveira Pires. "Avaliação dos impactos ambientais entre Light Steel Frame (LSF) e Alvenaria Convencional de Bloco Cerâmico." Caderno Pedagógico 22, no. 8 (2025): e17736. https://doi.org/10.54033/cadpedv22n8-324.

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A construção civil é um setor intensivo em recursos naturais e gerador de impactos ambientais, demandando a avaliação de sistemas construtivos mais sustentáveis. Este estudo comparou os métodos Light Steel Frame (LSF) e Alvenaria Convencional de Bloco Cerâmico (ACBC) em uma edificação comercial em Barreiras/BA, com foco na geração de Resíduos de Construção Civil (RCC), Energia Embutida (EE) e emissões de CO₂ na fase pré-operacional. A metodologia baseou-se na Avaliação do Ciclo de Vida (ACV), utilizando dados quantitativos de materiais obtidos por meio de um projeto executado em LSF e outro po

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Govindarajan, Ameish, Apurva M. Hegde, Neal Shiv Chawla, et al. "Characterization of aberrant alternative splicing landscape in patients with renal cell carcinoma (RCC)." Journal of Clinical Oncology 40, no. 6_suppl (2022): 386. http://dx.doi.org/10.1200/jco.2022.40.6_suppl.386.

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386 Background: Aberrant alternative splicing (AS) events have been implicated in the initiation and progression of various cancers; however, the detailed nature of their role in RCC is yet to be fully elucidated. Our study aims to characterize AS events in RCC tumors using a novel AS pipeline (Bisbee). Methods: We retrospectively identified patients (pts) with RCC who had tumor-normal whole exome sequencing and tumor whole transcriptome sequencing (GEMExtra, Ashion Analytics) performed as part of their routine clinical care. AS events from RNA sequencing data were identified and further chara

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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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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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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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Yang, Tianci, Yixuan Li, Zhouhang Zheng, et al. "Comprehensive analysis of lncRNA-mediated ceRNA network in renal cell carcinoma based on GEO database." Medicine 103, no. 35 (2024): e39424. http://dx.doi.org/10.1097/md.0000000000039424.

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Renal cell carcinoma (RCC) ranks among the leading causes of cancer-related mortality. Despite extensive research, the precise etiology and progression of RCC remain incompletely elucidated. Long noncoding RNA (lncRNA) has been identified as competitive endogenous RNA (ceRNA) capable of binding to microRNA (miRNA) sites, thereby modulating the expression of messenger RNAs (mRNA) and target genes. This regulatory network is known to exert a pivotal influence on cancer initiation and progression. However, the specific role and functional significance of the lncRNA-miRNA-mRNA ceRNA network in RCC

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