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Artykuły w czasopismach na temat "RCC FRAME"
Amrapali Kasabe i Vaibhav Shelar. "Pushover analysis of building using soft story at different levels". World Journal of Advanced Engineering Technology and Sciences 9, nr 1 (30.06.2023): 203–10. http://dx.doi.org/10.30574/wjaets.2023.9.1.0160.
Pełny tekst źródłaLaxmi, P. S., i Dr D. K. Kulkarni. "Damage Recognition in RCC Building Frame". Bonfring International Journal of Man Machine Interface 4, Special Issue (30.07.2016): 145–50. http://dx.doi.org/10.9756/bijmmi.8172.
Pełny tekst źródłaBore, Miss Sapana, i Prof R. M. Desai. "Wind Analysis of RCC Tube in Tube Structure". International Journal for Research in Applied Science and Engineering Technology 10, nr 11 (30.11.2022): 1691–701. http://dx.doi.org/10.22214/ijraset.2022.47703.
Pełny tekst źródłaM, Ramesh, i 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, nr 10 (31.10.2022): 420–28. http://dx.doi.org/10.22214/ijraset.2022.47006.
Pełny tekst źródłaRaju, Y. Kamala, G. V. V. Satyanarayana i 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.
Pełny tekst źródłaArastu, M., i K. Moin. "Seismic Analysis of Reinforced Concrete Frame Using Shake Table Test". Journal of Applied Engineering Sciences 13, nr 1 (1.04.2023): 23–26. http://dx.doi.org/10.2478/jaes-2023-0004.
Pełny tekst źródłaKuddus, Mir Abdul, i 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, nr 2 (28.02.2017): 95–104. http://dx.doi.org/10.28991/cej-2017-00000076.
Pełny tekst źródłaV, Indrani, Shubha D. K i 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 (30.06.2018): 1143–48. http://dx.doi.org/10.31142/ijtsrd14269.
Pełny tekst źródłaVerma, 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, nr 8 (31.08.2021): 2369–72. http://dx.doi.org/10.22214/ijraset.2021.37665.
Pełny tekst źródłaSanjay, Phatale Swarup. "Seismic Analysis of RCC, Steel and Steel Concrete Composite Frame". International Journal for Research in Applied Science and Engineering Technology 7, nr 7 (31.07.2019): 249–55. http://dx.doi.org/10.22214/ijraset.2019.7037.
Pełny tekst źródłaRozprawy doktorskie na temat "RCC FRAME"
Steele, John Phillip. "Composite RCS frame systems: construction and peformance". Thesis, Texas A&M University, 2003. http://hdl.handle.net/1969.1/181.
Pełny tekst źródłaRonchini, Michele. "A comparative analysis of seismic design strategies for R.C. frame structures". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2015. http://amslaurea.unibo.it/8549/.
Pełny tekst źródłaCornelio, Tony Justin. "Effect of infill panels on the seismic response of a typical R.C. frame". Master's thesis, Alma Mater Studiorum - Università di Bologna, 2011. http://amslaurea.unibo.it/2868/.
Pełny tekst źródłaTarassu, Jonas. "GPU-Accelerated Frame Pre-Processing for Use in Low Latency Computer Vision Applications". Thesis, Linköpings universitet, Informationskodning, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-142019.
Pełny tekst źródłaNicoletti, Vanni. "Experimental Evaluation of Infill Masonry Walls Stiffness for the Modelling of Non-Structural Components in R.C. Frame Buildings". Doctoral thesis, Università Politecnica delle Marche, 2018. http://hdl.handle.net/11566/253124.
Pełny tekst źródłaInfill walls are commonly disregarded in the modelling of reinforced concrete (r.c.) frame structures and only their contribution in terms of mass is taken into account assuming that resistance and stiffness do not affect the structural response. This practice is supported by the fact that (i) at ultimate limit state infill walls are usually considered to be completely damaged, so that their contribution is negligible in terms of stiffness, while (ii) at the damage limitation limit state the value of the interstorey drift, obtained by neglecting the infill walls stiffness contribution, is commonly considered to be conservative. However, for strategic buildings, such as schools, hospitals, police and fire stations, it is crucial to preserve the infill walls from any damage, even for severe earthquake, in order to guarantee the building occupancy during the emergency management. Furthermore, these buildings are sometimes seismically protected with system and devices (dampers, isolators, etc…) whose design requires the real dynamic behaviour of the structure (in terms of frequencies and/or displacements and/or velocities) to be considered. To this purpose, it becomes crucial to accurately model the entire structure, including infill walls, and to validate this model on the basis of experimental evidences. The wall typology and the construction procedures are source of uncertainties in modelling interactions between structural and non-structural components. Thus, an experimental evaluation of the stiffness properties of the wall infill panel could be very useful to assess the stiffening contribution added by the infill masonry walls to the concrete frame in the structural model adopted for the design. In this thesis is presented a procedure for developing accurate global finite element (f.e.) models of infilled r.c. frame buildings based on results of experimental an operational modal analysis of non-structural components and of the whole buildings. In particular, impact load tests with an instrumented hammer are performed on homogeneous wall panels to identify the modal parameters (frequency and mode shapes) and to estimate the mechanical properties of the masonry walls. Afterwards, the infill walls are included in the f.e. structural model, whose modal parameters are compared with those derived with operational modal analysis based on ambient vibration measurements. Furthermore, an experimental campaign on three specimens of infill masonry walls built in the Laboratory of Materials and Structures of the Faculty of Engineering at the Università Politecnica delle Marche is conducted. These specimens are built with the target to reproduce the features of some of the in situ investigated infill walls and are tested both dynamically and statically. First of all, impact load tests with an instrumented hammer are performed to investigate the out of plane dynamic behaviour of these walls; then, lateral load tests are carried out to investigate the in plane static behaviour of the panel under low level of lateral forces. The experimental results obtained are used to calibrate f.e. models of the specimens with the aim to evaluate the reliability of the masonry mechanical properties estimated through different approaches.
Kyakula, Michael. "An improved spread plasticity model for inelastic analysis of R.C. frames subject to seismic loading". Thesis, University of Newcastle Upon Tyne, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.399361.
Pełny tekst źródłaPriori, Fábio Rodrigues. "Análise dos métodos A3, FRAM e RCA aplicados para a solução de problemas em ambiente hospitalar". reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2017. http://hdl.handle.net/10183/173156.
Pełny tekst źródłaProblem solving is a fundamental part for quality maintenance and continuous improvement. Through the years many methods were developed to solve problems, though these methods do not apply to every problem, or are suitable to every type of activity. Kwon for its constant changing nature, hospitals have complex problems, which need a suitable and robust approach to solve. Thus, the present study has the objective of evaluating the performance of three methods usually used for problem solving: A3, RCA and FRAM, when applied on a hospital. For this, the three methods were applied in the same process, of prescription and medication, in an academic hospital. The results were analyzed accordingly to the following criteria: the total number of improvement actions proposed, implementation difficult, replication possibility along the departments of the hospital, the time needed to apply the methods, the number of people involved, the need of training for the team and an indicator for prioritization. Besides that, the health sector workers’ perception regards the methods was analyzed. The results evidence that, in the studied context, the methods had good performance, because introduced improvements that, on average, were considered suitable for the institution.
Stramondo, Paola Roberta. "Formulazione di un metodo di progetto per l'adeguamento sismico di telai in C.A. mediante controventi ad instabilità impedita". Doctoral thesis, Università di Catania, 2016. http://hdl.handle.net/10761/4061.
Pełny tekst źródłaHerrmann, Fernando Luís. "IMPLEMENTAÇÃO DE ARQUITETURAS DE PILHA UDP/IP EM HARDWARE RECONFIGURÁVEL BASEADO NO DESEMPENHO DE VAZÃO, LATÊNCIA E TAXA DE PERDA DE QUADROS". Universidade Federal de Santa Maria, 2010. http://repositorio.ufsm.br/handle/1/5355.
Pełny tekst źródłaThis work presents the implementation of three architectures of UDP/IP network stack in reconfigurable hardware. Also, presents the development of a Tester based on the RFC 2544 methodology and implemented it in FPGA. This Tester was used to obtain the throughput, latency and frame loss rate results. The performance of the project shows, in average, throughput results 89% better in comparison with a network stack implemented in software (PC) and running over a general purpose microprocessor, for frames with 64 bytes. Regarding latency, the project is 389 times lower for frames with 64 bytes and 13 times lower for frames with 1518 bytes, than the PC. On behalf of frame loss rate, the project doesn t loss frames for any frame sizes used during the tests, while the PC has presented a frame loss of almost 98% for frames with 64 bytes.
Este trabalho apresenta a implementação de três arquiteturas da pilha de comunicação UDP/IP em hardware reconfigurável. Também apresenta o desenvolvimento de um Testador baseado na metodologia da RFC 2544 e implementado em uma placa dotada de dispositivo FPGA. Esse Testador foi utilizado na obtenção dos resultados de vazão, latência e taxa de perda de quadros. O desempenho do projeto apresentou, em média, 89% a mais de vazão, para quadros de 64 bytes, que uma pilha de comunicação implementada em software (PC) e executada sobre um microprocessador de propósito geral. Em termos de latência, o projeto apresentou uma latência 389 vezes menor para quadros de 64 bytes e 13 vezes menor para quadros de 1518 bytes, que o PC. E em relação à taxa de perda de quadros, o projeto não apresentou perda para nenhum dos tamanhos de quadros utilizados durante os testes, enquanto o PC apresentou perda de quase 98% para quadros de 64 bytes.
SPERANZA, ELISA. "The Importance of Calibration and Modelling Non-Structural Elements in the Evaluation of Seismic Vulnerability Index of Strategic Buildings Before and After Retrofitting". Doctoral thesis, Università Politecnica delle Marche, 2020. http://hdl.handle.net/11566/274486.
Pełny tekst źródłaThis thesis aims to investigate on the modelling of the non-structural elements related to internal and external infill walls, trying to quantify the difference induced by different modelling strategies on the value of the seismic vulnerability index with reference to strategic buildings. On this purpose, two case studies are analysed: the Benedetto Croce high school in Avezzano and the Varano high school in Camerino, r.c. frame buildings retrofitted with external steel towers equipped with viscous dampers at the basis. For both case studies, three models are implemented, before and after the retrofitting, which are characterized by an increasing level of detail: model A with only structural components, model B with external infill panels modelled as equivalent connecting struts according to literature, and model C with external and internal infill walls calibrated through the results of in-situ dynamic tests. As regards the pre-retrofitting phase, the calculation of the seismic vulnerability index was carried out by means of nonlinear static analysis (pushover). As for the post-retrofitting phase, the calculation of the seismic vulnerability index was carried out by means of non-linear dynamic analysis (I.D.A). The results are shown in terms of comparison between the capacity curves obtained with push over analyses (pre-retrofitting) and with incremental dynamic analyses for the different model. In addition, the outcomes are shown also in terms of intensity level of the seismic action necessary to reach a predetermined limit state for model A, model B and model C.
Książki na temat "RCC FRAME"
Inc, Game Counselor. Game Counselor's Answer Book for Nintendo Players. Redmond, USA: Microsoft Pr, 1991.
Znajdź pełny tekst źródłaInc, Game Counsellor, red. The Game Counsellor's answer book for Nintendo Game players: Hundredsof questions -and answers - about more than 250 popular Nintendo Games. Redmond, Washington: Microsoft Press, 1991.
Znajdź pełny tekst źródłaCzęści książek na temat "RCC FRAME"
Sneha, S. D., H. Hema i R. Abishek. "A Comparative Study on RCC Structures (Frame, Infill, Bracings, Wire Frame and Shear Wall)". W Lecture Notes in Civil Engineering, 99–114. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_9.
Pełny tekst źródłaRakshita, R., C. Daniel, G. Hemalatha, L. Sarala, D. Tensing i S. Sundar Manoharan. "Studies on Modeling and Control of RCC Frame with MR Damper". W Lecture Notes in Civil Engineering, 223–34. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5001-0_18.
Pełny tekst źródłaSoni, Akash, Manohari P. Kulkarni i Shardul G. Joshi. "Evaluation of Response Reduction Factor for RCC Moment Resisting Frame with Ductile Shear Wall". W Lecture Notes in Civil Engineering, 141–47. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6463-5_14.
Pełny tekst źródłaSingh Oinam, Manoranjan, i S. S. Ningthoukhongjam. "Comparison of Seismic Performance of Composite (RCS) Frame with RC Frame Using Pushover Analysis". W Lecture Notes in Civil Engineering, 31–44. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5235-9_3.
Pełny tekst źródłaRamdas, Laxmi M., i M. Helen Santhi. "Seismic Performance Analysis of Regular and Irregular RCC Framed Building with Dampers". W Lecture Notes in Civil Engineering, 345–56. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-4617-1_28.
Pełny tekst źródłaElmasry, Mohamed I. S., Melad Belal Said i Essam A. Elkordy. "Retrofitting Gravity Load Designed R.C Frames Using FRP". W Advances and Challenges in Structural Engineering, 1–13. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01932-7_1.
Pełny tekst źródłaNagpure, Akshay, i S. S. Sanghai. "Effect of Floor Diaphragms on Seismic Response of RCC Framed Building—A Review". W Smart Technologies for Energy, Environment and Sustainable Development, 323–33. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6148-7_33.
Pełny tekst źródłaPhilip, Pinky Merin, C. K. Madheswaran i Eapen Skaria. "Retrofitting of Seismically Damaged Open Ground Storey RCC Framed Building with Geopolymer Concrete". W Advances in Structural Engineering, 463–81. New Delhi: Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2190-6_39.
Pełny tekst źródłaAzam, Shaik Kamal Mohammad, Shaik Abdulla i Nadeem Pasha. "Life Assessment and Extension of RCC Framed Building Subjected to Fatigue Loading Analytical Approach". W Lecture Notes in Mechanical Engineering, 549–65. Singapore: Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-4779-9_37.
Pełny tekst źródłaManohar, Sharad, i Suhasini Madhekar. "Frames and Diaphragms: Design and Detailing". W Seismic Design of RC Buildings, 199–267. New Delhi: Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2319-1_6.
Pełny tekst źródłaStreszczenia konferencji na temat "RCC FRAME"
Lebarbé, T., C. Petesch, D. Bonne, F. de la Burgade i M. Blat-Yrieix. "2012 Edition of the RCC-MRx: Adaptation of Rules to the Evolution of Projects Needs and International Exchanges". W ASME 2012 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/pvp2012-78330.
Pełny tekst źródłaTriay, Manuela, Eric Meister, Benoît Lefever, Sylvain Puybouffat, Julien Quéré, Emmanuel Chantelat, David Muller, Julien Cadith, Stéphane Marie i Nicolas de Mathan. "RCC-M Code: Recent Evolutions and Perspectives". W ASME 2019 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/pvp2019-93343.
Pełny tekst źródłaMalouines, Philippe, i Jean-Marie Grandemange. "RCC-M: Content, Working Approach and Future Evolutions". W ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57069.
Pełny tekst źródłaMorshed, Syed Ahnaf, Istiakur Rahman i Md Jahidul Islam. "A Numerical Study of Vertical Discontinuity of RCC Frame Structures by Finite Element Analysis". W Annual International Conference on Architecture and Civil Engineering (ACE 2016). Global Science & Technology Forum ( GSTF ), 2016. http://dx.doi.org/10.5176/2301-394x_ace16.90.
Pełny tekst źródłaMalouines, Philippe. "Presentation of New Edition of RCC M Code in 2012". W ASME 2012 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/pvp2012-78033.
Pełny tekst źródłaKumar Jha, Ankit, Satyam Mandloi, Ayush Rai i Rajesh Kumar. "Comparative Study of Indian Codes with Approximate Methods in Analysis and Design of Multi-Storey RCC Frame Structure". W Annual International Conference on Architecture and Civil Engineering (ACE 2014). Global Science and Technology Forum, 2014. http://dx.doi.org/10.5176/2301-394x_ace14.117.
Pełny tekst źródłaLiu, Yin, Hai Xie, Zichen Kong, Xuejiao Shao, Stephan Courtin, Sam Cuvilliez i Furui Xiong. "Fatigue Benchmark Comparison Effort Between Code_Aster and CNNC/NPIC Software – Part 3". W ASME 2022 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/pvp2022-78364.
Pełny tekst źródłaMarie, S., Y. Kayser, B. Drubay, M. Ne´de´lec, C. Delaval, H. Deschanels i M. Sperandio. "Presentation of RCC-MR Code 2007 for High Temperature Reactor and ITER Projects: Improvement of the Leak-Before-Break Procedure and Related Defect Assessment Tools". W ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77119.
Pełny tekst źródłaLi, Jia, i Laurent De Baglion. "Environmentally Assisted Fatigue Screening Process Application". W ASME 2022 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/pvp2022-84194.
Pełny tekst źródłaShi, Changzheng, Hegao Wu i Kai Su. "Study on the Seismic Behavior of Trash Rack Concrete Frame of RCC Gravity Dam with the Reserved Groove Construction Method". W 2010 Asia-Pacific Power and Energy Engineering Conference. IEEE, 2010. http://dx.doi.org/10.1109/appeec.2010.5449227.
Pełny tekst źródłaRaporty organizacyjne na temat "RCC FRAME"
Morton, A. Updates for the Back-to-Back Frame Benchmark in RFC 2544. RFC Editor, maj 2021. http://dx.doi.org/10.17487/rfc9004.
Pełny tekst źródłaMECHANICAL PROPERTIES OF KINKED STEEL PLATES AND THEIR APPLICATIONS IN FRAME STRUCTURES. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.314.
Pełny tekst źródłaLOAD TRANSFER MECHANISM OF STEEL GIRDER-RC PIER CONNECTION IN COMPOSITE RIGID-FRAME BRIDGE. The Hong Kong Institute of Steel Construction, sierpień 2022. http://dx.doi.org/10.18057/icass2020.p.286.
Pełny tekst źródłaSEISMIC RESPONSES OF RC BRACED FRAMES WITH BUCKLING RESTRAINED BRACES CONNECTED TO CORBELS. The Hong Kong Institute of Steel Construction, marzec 2020. http://dx.doi.org/10.18057/ijasc.2020.16.1.10.
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