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Статті в журналах з теми "RCC FRAME STRUCTURE"
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 (June 30, 2023): 203–10. http://dx.doi.org/10.30574/wjaets.2023.9.1.0160.
Повний текст джерелаBore, 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 (November 30, 2022): 1691–701. http://dx.doi.org/10.22214/ijraset.2022.47703.
Повний текст джерелаVerma, 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 (August 31, 2021): 2369–72. http://dx.doi.org/10.22214/ijraset.2021.37665.
Повний текст джерелаKuddus, 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 (February 28, 2017): 95–104. http://dx.doi.org/10.28991/cej-2017-00000076.
Повний текст джерелаLaddha, 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 (November 1, 2021): 012069. http://dx.doi.org/10.1088/1757-899x/1197/1/012069.
Повний текст джерелаShrirame, 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 (May 31, 2022): 2267–73. http://dx.doi.org/10.22214/ijraset.2022.42719.
Повний текст джерелаWadde, 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 (December 31, 2022): 2322–32. http://dx.doi.org/10.22214/ijraset.2022.48468.
Повний текст джерелаKasat, 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 (September 30, 2022): 475–79. http://dx.doi.org/10.22214/ijraset.2022.46656.
Повний текст джерелаRaju, 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.
Повний текст джерелаMaharjan, 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 (June 22, 2018): 117–24. http://dx.doi.org/10.3126/jie.v13i1.20356.
Повний текст джерелаДисертації з теми "RCC FRAME STRUCTURE"
Ronchini, 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/.
Повний текст джерелаNicoletti, 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.
Повний текст джерелаInfill 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.
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.
Повний текст джерелаThis 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.
AHMAD, KUNWAR KHALIQE. "EVALUTING THE PERFORMANCE LEVEL OF RCC FRAME STRUCTURE BY PERFORMANCE BASED ANALYSIS USING SAP 2000." Thesis, 2016. http://dspace.dtu.ac.in:8080/jspui/handle/repository/15517.
Повний текст джерелаGao, Jin-Sheng, and 高金盛. "Behavior of Fire Damaged R.C. Frame Structures." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/59389383442620486758.
Повний текст джерелаJOSHI, KIRTI CHANDRA. "SEISMIC RESPONSE OF MULTI-STOREY SHEAR WALL FRAMED STRUCTURE WITH SOFT STORY." Thesis, 2022. http://dspace.dtu.ac.in:8080/jspui/handle/repository/19325.
Повний текст джерелаMENGISTIE, BERHANU MELKAMU. "ASSESSMENT OF R.C. FRAMED BUILDINGS WITH SOIL STRUCTURE INTERACTION: AS PER ETHIOPIAN AND INDIAN SEISMIC CODE." Thesis, 2020. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18029.
Повний текст джерелаЧастини книг з теми "RCC FRAME STRUCTURE"
Sneha, S. D., H. Hema, and R. Abishek. "A Comparative Study on RCC Structures (Frame, Infill, Bracings, Wire Frame and Shear Wall)." In Lecture Notes in Civil Engineering, 99–114. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_9.
Повний текст джерелаPhilip, Pinky Merin, C. K. Madheswaran, and Eapen Skaria. "Retrofitting of Seismically Damaged Open Ground Storey RCC Framed Building with Geopolymer Concrete." In Advances in Structural Engineering, 463–81. New Delhi: Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2190-6_39.
Повний текст джерелаElmasry, Mohamed I. S., Melad Belal Said, and Essam A. Elkordy. "Retrofitting Gravity Load Designed R.C Frames Using FRP." In 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.
Повний текст джерелаGurujee, C. S., and S. N. Agashe. "Optimal Design of R.C. Frames Based on Improved Inelastic Analysis Method." In Structural Optimization, 101–8. Dordrecht: Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-1413-1_14.
Повний текст джерелаKumari, Sapna, Ashish Singh, and Sasankasekhar Mandal. "Effect of Terrain Category, Aspect Ratio and Number of Storeys on the Shear Lag Phenomenon in RCC Framed Tube Structures." In Structural Integrity, 163–76. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-04793-0_12.
Повний текст джерелаBarbagallo, Francesca, Melina Bosco, Edoardo M. Marino, Pier Paolo Rossi, and Paola R. Stramondo. "Seismic Upgrading of Vertically Irregular Existing r.c. Frames by BRBs." In Seismic Behaviour and Design of Irregular and Complex Civil Structures II, 181–92. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-14246-3_16.
Повний текст джерелаJain, Monika, and S. S. Sanghai. "Seismic Response Control of Unsymmetrical RCC Framed Building Using Base Isolation Considering Soil Structure Interaction." In ICRRM 2019 – System Reliability, Quality Control, Safety, Maintenance and Management, 170–78. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-8507-0_26.
Повний текст джерела"4. Global structural behaviour of bare frames." In RC FRAMES UNDER EARTHQUAKE LOADING, 169–230. Thomas Telford Publishing, 1996. http://dx.doi.org/10.1680/rcfuel.35478.0004.
Повний текст джерелаBergami, A., C. Nuti, and T. Albanesi. "Displacement based design of BRB for the seismic protection of R.C. frames." In Tailor Made Concrete Structures, 249. CRC Press, 2008. http://dx.doi.org/10.1201/9781439828410.ch203.
Повний текст джерела"20. ASSESSING THE SEISMIC PERFORMANCE OF A R.C. FRAME STRUCTURE BY NUMERICAL SIMULATIONS – AN EFFICIENT TOOL FOR A SUSTAINABLE FUTURE." In Proceedings Of International Conference Building Services And Energy Efficiency, 231–40. Sciendo, 2020. http://dx.doi.org/10.2478/9788395720413-020.
Повний текст джерелаТези доповідей конференцій з теми "RCC FRAME STRUCTURE"
Kumar Jha, Ankit, Satyam Mandloi, Ayush Rai, and Rajesh Kumar. "Comparative Study of Indian Codes with Approximate Methods in Analysis and Design of Multi-Storey RCC Frame Structure." In 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.
Повний текст джерелаLiu, Yin, Hai Xie, Zichen Kong, Xuejiao Shao, Stephan Courtin, Sam Cuvilliez, and Furui Xiong. "Fatigue Benchmark Comparison Effort Between Code_Aster and CNNC/NPIC Software – Part 3." In ASME 2022 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2022. http://dx.doi.org/10.1115/pvp2022-78364.
Повний текст джерелаTon-That, Marc, Christine Vauglin, and Gilbert Trillon. "Main Evolutions of the RCC-C Design and Construction Code for Fuel Assemblies Since 2015." In 2018 26th International Conference on Nuclear Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/icone26-81436.
Повний текст джерелаMarakhwar, Sourabh, and Nishant Bhatia. "Design of Large RCC Water Tank Using Framed Structure." In Computer Science, Communication and Instrumentation Devices. Singapore: Research Publishing Services, 2014. http://dx.doi.org/10.3850/978-981-09-5247-1_013.
Повний текст джерелаLe, Minh, Olivier Asserin, Laurent Forest, Olivier Fandeur, and Philippe Pilvin. "Numerical Simulation of Hot Cracking Tests." In ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-98170.
Повний текст джерелаMorshed, Syed Ahnaf, Istiakur Rahman, and Md Jahidul Islam. "A Numerical Study of Vertical Discontinuity of RCC Frame Structures by Finite Element Analysis." In 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.
Повний текст джерелаShanker, Rama, Suresh Bhalla, and Ashok Gupta. "An Integrated Approach for Health Monitoring of Multistorey R.C. Frame Structures." In ASME 2008 Conference on Smart Materials, Adaptive Structures and Intelligent Systems. ASMEDC, 2008. http://dx.doi.org/10.1115/smasis2008-382.
Повний текст джерелаDu, Yuan-Fang, and She-Liang Wang. "Shaking Table Test of High Performance RAC Frame Structure under Rare Earthquake." In 3rd International Conference on Mechatronics, Robotics and Automation. Paris, France: Atlantis Press, 2015. http://dx.doi.org/10.2991/icmra-15.2015.17.
Повний текст джерелаAnania, L., and G. D’Agata. "Innovative technologies in the upgrading of existing r.c. framed structures." In ERES 2015. Southampton, UK: WIT Press, 2015. http://dx.doi.org/10.2495/eres150131.
Повний текст джерелаXiao-hong, Bai, and Jiao Yu-feng. "Analysis of Multi-Dimensional Elastic-Plastic Seismic Response of R.C. Frame-Bent Structure." In 2010 Third International Conference on Information and Computing Science (ICIC). IEEE, 2010. http://dx.doi.org/10.1109/icic.2010.321.
Повний текст джерелаЗвіти організацій з теми "RCC FRAME STRUCTURE"
MECHANICAL PROPERTIES OF KINKED STEEL PLATES AND THEIR APPLICATIONS IN FRAME STRUCTURES. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.314.
Повний текст джерелаLOAD TRANSFER MECHANISM OF STEEL GIRDER-RC PIER CONNECTION IN COMPOSITE RIGID-FRAME BRIDGE. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.286.
Повний текст джерела