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Relevant bibliographies by topics / RC FRAMED BUILDING

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Academic literature on the topic 'RC FRAMED BUILDING'

Author: Grafiati

Published: 11 September 2023

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Journal articles on the topic "RC FRAMED BUILDING"

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Gondaliya, K. M., T. N. Palsanawala, V. Bhaiya, S. A. Vasanwala, and A. K. Desai. "Seismic Vulnerability of Code Compliant RC Frame Building with Unreinforced Masonry Infill Walls." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (2022): 925–29. http://dx.doi.org/10.38208/acp.v1.603.

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Unreinforced masonry (URM) infill walls in Reinforced concrete (RC) buildings are normally designed as non-structural elements. However, in the past, the post-earthquake response of the RC frame building showed that URM infill walls increase the strength and stiffness of the RC frame buildings. Further, it is also observed that URM helped to prevent the disastrous destruction by acting as a structural member in RC frame. In the present study, the performance assessment of a four-storey URM infill RC frame with different infill configurations, namely bare and Open Ground Storey (OGS) is done us

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., M. Muthulakshmi, and M. Vinod Kumar . "Experimental Studies on Fibre Integrated Lightweight Concrete Frames Under Lateral Forces: A Review." Asian Journal of Engineering and Applied Technology 7, no. 1 (2018): 88–91. http://dx.doi.org/10.51983/ajeat-2018.7.1.874.

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Reinforced Concrete (RC) framed structure with masonry infill is the most common type of building in which, RC frames participate in resisting lateral forces. The poor performance of RC frame buildings under lateral forces is due to its heavy mass and rigid construction. Use of Lightweight concrete (LWC) is preferred since the dead load of concrete is enormous. A low density of the LWC, decreases the weight of the building thus reducing the effect of lateral forces. However, LWC having a lower modulus of elasticity, has a faster rate of crack development in RC members. So, fibres are employed

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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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Katsimpini, Panagiota S., and George A. Papagiannopoulos. "Effectiveness of the Seesaw System as a Means of Seismic Upgrading in Older, Non-Ductile Reinforced Concrete Buildings." Vibration 6, no. 1 (2023): 102–12. http://dx.doi.org/10.3390/vibration6010008.

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This work investigates and discusses the effectiveness of the seesaw system when installed in an older, non-ductile reinforced concrete (RC) building for seismic upgrading purposes. In particular, two different configurations of the seesaw system are assumed in a two-storey 3D RC framed building which was designed according to older seismic provisions and, thus, is susceptible to flexural and shear failures. To check if there is any merit in employing the seesaw system in this RC building, non-linear time-history (NLTH) analyses are conducting using 11 seismic motions. Peak values for inter-st

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Talledo, Diego Alejandro, Irene Rocca, Luca Pozza, Marco Savoia, and Anna Saetta. "Numerical Assessment of an Innovative RC-Framed Skin for Seismic Retrofit Intervention on Existing Buildings." Applied Sciences 11, no. 21 (2021): 9835. http://dx.doi.org/10.3390/app11219835.

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The seismic safety of existing building stock has become a very critical issue in recent years, mainly in earthquake-prone South Europe where most of the buildings were designed before the enforcement of seismic standards. Therefore, the concept, development and testing of efficient and cost-effective seismic retrofitting technologies are nowadays strongly needed, both for the society and for the scientific community. This study deals with the seismic assessment of a new RC-framed skin for retrofit intervention of existing buildings, evaluated through nonlinear static (pushover) analyses. A pr

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Rathore, Mohit. "Seismic Analysis of Reinforced Concrete Building with Infill Wall and Overhead Water Tank." International Journal for Research in Applied Science and Engineering Technology 11, no. 2 (2023): 966–71. http://dx.doi.org/10.22214/ijraset.2023.49161.

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Abstract: Infill walls are typically treated as non-structural elements in building design and assessment, and they are ignored in analysis methods because they are assumed to be non-beneficial to response of a structure. Reinforced concrete framed buildings with infill walls are typically analysed as bare frames, with strength and stiffness contributions of the infills ignored. In this study an attempt is be made to find the effect of overhead water tank load on RC building with unreinforced infill wall. From the study it has been found that water tank load makes RC building more vulnerable a

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Jagadeesan, P., N. Sudharsan, S. M. Subash, et al. "Study on Performance of Infilled Wall in an RC-Framed Structure Using a Reinforcing Band." Advances in Materials Science and Engineering 2022 (September 6, 2022): 1–8. http://dx.doi.org/10.1155/2022/8643959.

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Infilled wall is a primary structure which is used in a multistorey RC-framed structure. It is not designed like structural elements, but it is subjected to structural load and response as a heavily damaged element into the building. The main problem of an infilled wall is not actively utilizing in the framed structure and it is not interacted with frame elements. The objective of research is to utilize the infilled wall in the RC-framed structure by improving its performance of behavior. Here, two different types of brick masonry like Autoclaved concrete and clay brick masonry were used as th

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Cinitha, A., P. K. Umesha, Nagesh R Iyer, and N. Lakshmanan. "Performance-based Seismic Evaluation of RC Framed Building." Journal of The Institution of Engineers (India): Series A 96, no. 4 (2015): 285–94. http://dx.doi.org/10.1007/s40030-015-0129-8.

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Thapa, Gokarna, and Govind Prasad Lamichhane. "Seismic vulnerability assessment of public RC framed building." Asian Journal of Multidimensional Research 12, no. 3 (2023): 149–57. http://dx.doi.org/10.5958/2278-4853.2023.00042.3.

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Mehdipour, Zabih, Elisa Poletti, Jorge M. Branco, and Paulo B. Lourenço. "Numerical Analysis of Masonry-Infilled RC-CLT Panel Connections." Buildings 12, no. 11 (2022): 2009. http://dx.doi.org/10.3390/buildings12112009.

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CLT panels have been investigated for reinforcement of existing masonry-infilled RC framed buildings through the increase of the overall lateral stiffness of the structure, thus reducing the story drift demand. The contribution of CLT panels depends on the connection to the RC frame elements. This paper evaluates the role of connectors by which CLT is attached to RC frames for capacity, ductility, and energy dissipation of the structure and its elements separately using different kinds of RC-CLT connections, and ultimately finds and compares the optimum number and arrangement of connectors. Th

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Dissertations / Theses on the topic "RC FRAMED BUILDING"

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Punton, Ben. "Progressive collapse mitigation using CMA in RC framed buildings." Thesis, University of Southampton, 2014. https://eprints.soton.ac.uk/376664/.

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Mitigation of progressive collapse after an initial failure has become a primary concern of engineers in recent years. Often alternative load paths are sought to redistribute load from the damaged area. It has been recognised for some time that the omission of compressive membrane action (CMA), also termed ‘arching action’, can lead to a significant underestimation of load capacity. An investigation has been conducted to ascertain whether the additional load carrying capacity from CMA can provide an inherent alternative load path to aid robustness. A series of scaled specimens with industry st

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Paramasivam, Sakthivel. "Protective design against dispropotionate collapse of RC and steel framed buildings." Thesis, University of Southampton, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.494494.

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Loots, Jurie. "Computational assessment of seismic resistance of RC framed buildings with masonry infill." Thesis, Stellenbosch : Stellenbosch University, 2005. http://hdl.handle.net/10019.1/50299.

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Thesis (MScIng)--Stellenbosch University, 2005.<br>Some digitised pages may appear illegible due to the condition of the original hard copy.<br>ENGLISH ABSTRACT: Reinforced concrete (RC) frames with unreinforced masonry infill form the structural system of many buildings and this is also true for South Africa. It is common practice to consider the masonry infill as a non-structural component and therefore it does not contribute to the performance of the Re frame buildings under lateral loading such as earthquake loading. This is done by leaving a sufficient gap between the Re frame and th

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Adom-Asamoah, Mark. "Nonlinear dynamic behaviour of NSD RC frame buildings subjected to earthquakes." Thesis, University of Bristol, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.555991.

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TUNC, GOKHAN. "RC/COMPOSITE WALL-STEEL FRAME HYBRID BUILDINGS WITH CONNECTIONS AND SYSTEM BEHAVIOR." University of Cincinnati / OhioLINK, 2002. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1020441384.

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Barbagallo, Francesca. "An overdamped multimodal adaptive nonlinear static procedure for seismic assessment of rc infilled frames." Doctoral thesis, Università di Catania, 2018. http://hdl.handle.net/10761/3752.

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The seismic assessment of existing structures is considered the fundamental step to (i) estimate the seismic capacity of the initial structure (ii) predict the collapse mechanism and the structural weakness, (iii) select the most appropriate seismic retrofitting technique and determine the improved capacity of the upgraded building. Nonlinear dynamic analysis is widely recognised as the most accurate tool to predict the seismic behaviour of structures. However, this type of analysis has a high computational cost, and it is not an approach that can be extensively applied for professional purpo

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Dorji, Jigme. "Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan." Thesis, Queensland University of Technology, 2009. https://eprints.qut.edu.au/29689/1/Jigme_Dorji_Thesis.pdf.

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The construction of reinforced concrete buildings with unreinforced infill is common practice even in seismically active country such as Bhutan, which is located in high seismic region of Eastern Himalaya. All buildings constructed prior 1998 were constructed without seismic provisions while those constructed after this period adopted seismic codes of neighbouring country, India. However, the codes have limited information on the design of infilled structures besides having differences in architectural requirements which may compound the structural problems. Although the influence of infill on

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Dorji, Jigme. "Seismic performance of brick infilled RC frame structures in low and medium rise buildings in Bhutan." Queensland University of Technology, 2009. http://eprints.qut.edu.au/29689/.

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The construction of reinforced concrete buildings with unreinforced infill is common practice even in seismically active country such as Bhutan, which is located in high seismic region of Eastern Himalaya. All buildings constructed prior 1998 were constructed without seismic provisions while those constructed after this period adopted seismic codes of neighbouring country, India. However, the codes have limited information on the design of infilled structures besides having differences in architectural requirements which may compound the structural problems. Although the influence of infill on

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Occhipinti, Giuseppe. "Seismic Assessment and Rehabilitation of existing RC Buildings not designed to withstand earthquakes." Doctoral thesis, Università di Catania, 2017. http://hdl.handle.net/10761/3979.

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This thesis presents a high fidelity numerical model developed to investigate the seismic performance and structural robustness of an original and retrofitted 10-storey reinforced concrete (RC) framed building. The analysed structure represents a typical existing building in Catania, Italy, that was designed to resist only gravity and wind loading according to the design regulation allowed until the 1981 in that area. The proposed numerical description adopts beam-column elements for beams and columns and special purpose shell elements for modelling RC floor slabs, both allowing for geometric

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Magnanini, Nicola. "Seismic retrofit of a reinforced concrete building placed in L'Aquila." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2012. http://amslaurea.unibo.it/4778/.

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Books on the topic "RC FRAMED BUILDING"

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béton, Comité euro-international du, ed. RC frames under earthquake loading: State of the art report. T. Telford, 1996.

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Sri Lanka) International Seminar on Computer Aided Analysis and Design of Structures (2000 Colombo. Modelling and analysis of structures in 2D, modelling and analysis of structures in 3D, design of RC beams and columns, integrated analysis and design of frames and buildings. ACECOMS, 2000.

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Beton, Comite Euro-International Du. Rc Frames Under Earthquake Loading: State of the Art Report. Telford, 1996.

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Book chapters on the topic "RC FRAMED BUILDING"

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Mahato, Swarup, Diptojit Datta, Arunasis Chakraborty, and Anjan Dutta. "PCA Based Condition Assessment of RC Framed Building." In Lecture Notes in Mechanical Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5693-7_20.

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Tenepalli, Prathyusha. "Pushover Analysis of RC Framed Building with Various Pile Group Configurations." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-3371-4_32.

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Paul, Pradip, Prithwish Kumar Das, and Pradip Sarkar. "Studies on Identifying Critical Joints in RC Framed Building Subjected to Seismic Loading." In Advances in Structural Engineering. Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2193-7_77.

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Nigam, Shivi, Meenu Sunil, Neha, and Navjeev Saxena. "SSI Effects on the Behavior of a Low-Rise RC Framed Building Including Foundation." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5673-6_24.

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Chatterjee, Arnab, and Heleena Sengupta. "Evaluation of Soil-Structure Interaction on RC Framed Irregular Building Under Varying Ground Conditions." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-4045-5_25.

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Veerapandi, A., and J. Visuvasam. "Effect of Soil-Structure Interaction on Seismic Performance of RC Framed Building with Viscous Wall Dampers." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4005-3_19.

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Manohar, Sharad, and Suhasini Madhekar. "Frames and Diaphragms: Design and Detailing." In Seismic Design of RC Buildings. Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2319-1_6.

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Sinkovič, Klemen, Iztok Peruš, and Peter Fajfar. "Seismic Assessment of RC Frame Buildings." In Seismic Behaviour and Design of Irregular and Complex Civil Structures II. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14246-3_8.

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Sarkar, Pradip, Devdas Menon, and A. Meher Prasad. "Seismic Evaluation of RC Stepped Building Frames." In Proceedings of the International Symposium on Engineering under Uncertainty: Safety Assessment and Management (ISEUSAM - 2012). Springer India, 2012. http://dx.doi.org/10.1007/978-81-322-0757-3_82.

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Baran, Mehmet, Murat Duvarci, Tugrul Tankut, Ugur Ersoy, and Guney Ozcebe. "Occupant Friendly Seismic Retrofit (OFR) of RC Framed Buildings." In Seismic Assessment and Rehabilitation of Existing Buildings. Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_20.

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Conference papers on the topic "RC FRAMED BUILDING"

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Nikolić, Ž., and M. Nikolić. "NON-LINEAR SEISMIC ANALYSIS OF RC FRAMED BUILDING DESIGNED ACCORDING TO EC-8." In 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2014. http://dx.doi.org/10.7712/120113.4781.c1224.

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Ugel, R., R. I. Herrera, J. C. Vielma, A. Barbat, and L. Pujades. "Seismic and structural response of a framed four level building with RC and steel structure designed according to current Venezuelan codes." In ERES 2013. WIT Press, 2013. http://dx.doi.org/10.2495/eres130091.

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Yeh, Yung-Hsin, and Wen-I. Liao. "Cyclic Performance of Two-Story Ductile RC Frames With Infill Walls." In ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71453.

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This paper presents the results of the experimental and analytical investigations conducted on four 0.8 scale 2-story one bay ductile reinforced concrete frames with infill nonstructural walls subjected to cyclically increasing loads. The material properties and the member sizes of beams and columns in the four RC frame specimens are identical, but with different types of infill nonstructural wall. These four frames are the pure frame, frame with short column, frame with short beam and frame with wing walls. The four RC frame specimens were designed and constructed according to the general pro

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Caruso, Claudia, Rita Bento, and José Miguel Castro. "Seismic risk assessment of an old RC frame-wall building in Lisbon." In IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.1480.

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<p>This study investigates the structural vulnerability of an old reinforced concrete dual wall-frame building structure, in Lisbon, Portugal. The building presents non-ductile behaviour and detailing typical of buildings designed before the introduction of modern seismic codes (pre– 1980). An analytical methodology is adopted in which multiple stripe analysis are performed on a three- dimensional model of the building. Fragility and vulnerability functions are developed for this structure, representative of a typology of old RC buildings. The fragility is derived taking into account the

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Erdogan, Julien Erdem, Mauro Sartori, Michal Ambor, and Stefano Barone. "Base Isolation for Seismic Retrofitting of Flexible Residential Building." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1029.

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<p>Cities facing post-seismic event trauma frequently make the choice of base isolation technology for the retrofitting or reconstruction of their strategic facilities to guarantee the continuity of the services critical to their population. Consequently, most hospital and emergency buildings are base isolated in earthquake prone cities. On the contrary, the technology is very seldom used for residential buildings. In cities where a large part of the private housing building stock is made of 8 to 12-storey high RC frame buildings, two reasons are usually put forward to discard retrofitti

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Aliyu, Ahmad Mubarak, and Adamu Kabiru. "Influence of infill wall in RC frames." In 22nd International Scientific Conference Engineering for Rural Development. Latvia University of Life Sciences and Technologies, Faculty of Engineering, 2023. http://dx.doi.org/10.22616/erdev.2023.22.tf214.

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The function of infilled masonry reinforced concrete (RC) frame buildings during severe events such as blast caused by explosions or earth movement – earthquake and other significant lateral displacement could seriously damage a supporting frame column, causing the frame to collapse completely or partially. The behaviour of a framed structure associated with loss of supporting column as a result of vertical gravitational loading imbalance has received less attention in recent studies. When a supporting column is removed in a framed structure, it is assumed that the member deflection increases

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Ni, Shuna, Ruben Van Coile, Danny Hopkin, Negar Elhami Khorasani, and Thomas Gernay. "Sensitivity Studies of the Resilience of RC Columns to Various Fire Scenarios." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0732.

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<p>Reinforced concrete (RC) structures generally fare well under fire, but exhibit damage and residual deformations which require repairs. Besides the repair cost, the building downtime can also be expensive. However, current fire design approaches focus solely on life safety, and do not consider resilience. To improve post-fire performance of buildings, recover functionality, and facilitate fast reuse, an important step is to develop a predictive capability for the effect of a fire event on residual deformations and load-bearing capacity in structures. This research investigates the res

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Li, Hong-Nan, and Gang Li. "Seismic Analysis and Design of RC Frame With New Metallic Dampers." In ASME 2006 Pressure Vessels and Piping/ICPVT-11 Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/pvp2006-icpvt-11-93467.

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Earthquake can make structures damaged and crumble. The traditional approach to seismic design has been based upon providing a combination of strength and ductility to resist the imposed loads. Thus, the level of the structure security cannot be achieved, because the disadvantage of the designing method is lack of adjusting capability subjected to an uncertain earthquake. The presence of some damping (energy dissipation) in buildings has been recognized and studied by professional researchers. Passive energy-dissipated system, as a category of vibration control methods, lead the inputting ener

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Purushothama, Chaithra, H. Sharada Bai, and G. Ambrish. "Seismic Behaviour of Six-Storied RC Residential Structure with Existing LLRS." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0411.

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<p>Using an appropriate structural system is critical to good seismic performance of buildings. While moment- frame is the most commonly used lateral load resisting structural system, addition of other structural systems like structural walls, frame-wall system improve the seismic resistance. Structural system chosen should be suitable for good earthquake performance, with vertical and horizontal members of lateral load resisting system (LLRS) that can carry earthquake effects safely during strong earthquake shaking. Studies on real structures, practically adopted are negligible. Present

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Badini, Lorenzo, Cosimo A. de Stefano, and Alberto Custodi. "Seismic Strengthening of Existing RC Structure Through External 3D Exoskeleton." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1017.

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<p>The seismic hazard in the southern regions of Europe is known as one of the most critical issues when considering the improvement of the existing buildings in terms of energy and structural behavior. The use of integrated plug-and-play systems can be a solution to the most common obstacles occurring during the different phases in the building practices: from the design to the realization. Within the framework of the European project Pro-GET-onE, a case of structural strengthening obtained by applying a steel exoskeleton connected to the reinforced concrete (RC) structures of an existi

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