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Littérature scientifique sur le sujet « RCC FRAME »

Auteur : Grafiati

Publié le 11 septembre 2023

Mis à jour le 25 juillet 2025

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Articles de revues sur le sujet "RCC FRAME"

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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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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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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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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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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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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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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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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Thèses sur le sujet "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.

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The objective of this research program is to further evaluate the performance and constructability of reinforced concrete (RC) column-steel beam-slab systems (RCS) for use in low- to mid-rise space frame buildings located in regions of high wind loads and/or moderate seismicity. To better understand these systems, two full scale RCS cruciform specimens were tested under bidirectional quasi-static reversed cyclic loading. The experimental portion of this research program included the construction and testing of two full-scale cruciform specimens with identical overall dimensions but with differ

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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/.

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Negli ultimi anni sono state sviluppate varie soluzioni tecniche per la progettazione sismica di strutture. Questa ricerca sviluppa un metodo di confronto basato sull'analisi di costi di costruzione e danni causati dal sisma. Il metodo viene applicato al caso di studio della scuola di Bisignano (CO, Italia). L'edificio è stato progettato conformemente alle NTC 2008 con approccio tradizionale e combinando il contributo di dissipatori viscosi e dissipazione isteretica. Le strutture vengono poi analizzate sotto diverse condizioni sismiche al fine di calcolare i costi di riparazione attesi e compr

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Cornelio, 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/.

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Three structural typologies has been evaluated based on the nonlinear dynamic analysis (i.e. Newmark's methods for MDFs: average acceleration method with Modified Newton-Raphson iteration). Those structural typologies differ each other only for the infills presence and placement. In particular, with the term BARE FRAME: the model of the structure has two identical frames, arranged in parallel. This model constitutes the base for the generation of the other two typologies, through the addition of non-bearing walls. Whereas with the term INFILLED FRAME: the model is achieved by adding twelve

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Tarassu, 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.

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The attention for low latency computer vision and video processing applications are growing for every year, not least the VR and AR applications. In this thesis the Contrast Limited Adaptive Histogram Equalization (CLAHE) and Radial Dis- tortion algorithms are implemented using both CUDA and OpenCL to determine whether these type of algorithms are suitable for implementations aimed to run at GPUs when low latency is of utmost importance. The result is an implemen- tation of the block versions of the CLAHE algorithm which utilizes the built in interpolation hardware that resides on the GPU to r

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Nicoletti, 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.

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Solitamente le tamponature vengono trascurate nella modellazione delle strutture a telaio in cemento armato e solamente il loro contributo in termini di massa viene preso in considerazione, assumendo che la resistenza e la rigidezza delle stesse non influiscano sulla risposta strutturale. Questa pratica è supportata dal fatto che (i) generalmente allo stato limite ultimo le tamponature si considerano completamente danneggiate e, quindi, il loro contributo in termini di rigidezza è trascurabile, mentre (ii) allo stato limite di danno il valore dello spostamento di interpiano, ottenuto trascuran

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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.

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Priori, 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.

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A solução de problemas é parte fundamental da manutenção da qualidade e da melhoria contínua. Ao longo dos anos diversos métodos foram desenvolvidos para solucionar problemas, todavia nem todos os métodos são aplicáveis em todos os problemas ou adequados para todos os setores. Caracterizado pelo ambiente em constante mudança, o setor hospitalar possui problemas complexos, cuja solução necessita de uma abordagem adequada e robusta. Dessa forma, o presente trabalho objetiva avaliar o desempenho de três métodos normalmente utilizados para solução de problemas: A3, RCA e FRAM, quando aplicados em

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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.

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Molti degli edifici in c.a. esistenti sono stati progettati in passato per soli carichi verticali o per modeste azioni sismiche e necessitano di un intervento di adeguamento sismico per rispondere ai requisiti prestazionali previsti dalle normative attuali. Nella presente Tesi di Dottorato è proposto e validato un metodo basato sugli spostamenti per l adeguamento sismico di tali strutture mediante l impiego di controventi a instabilità impedita (BRBs, Buckling-Restrained Braces), la cui idea di base è stata recentemente presentata per il progetto di telai in acciaio con BRBs (Bosco e Marino, 2

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Herrmann, 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.

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Conselho Nacional de Desenvolvimento Científico e Tecnológico<br>This 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 la

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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.

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Questa tesi si propone di indagare sulla modellazione degli elementi non strutturali relativi alle pareti di tamponamento interne ed esterne, cercando di quantificare la differenza indotta dalle diverse strategie di modellazione sul valore dell'indice di vulnerabilità sismica con riferimento a edifici strategici. A tale scopo vengono analizzati due casi studio: il liceo Benedetto Croce di Avezzano e il liceo Varano di Camerino, entrambi edifici a telaio in c.a. oggetto di adeguamento sismico tramite torri dissipative esterne dotate di dissipatori viscosi alla base. Per entrambi i casi di studi

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Livres sur le sujet "RCC FRAME"

Inc, Game Counselor. Game Counselor's Answer Book for Nintendo Players. Microsoft Pr, 1991.

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Inc, Game Counsellor, ed. The Game Counsellor's answer book for Nintendo Game players: Hundredsof questions -and answers - about more than 250 popular Nintendo Games. Microsoft Press, 1991.

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Chapitres de livres sur le sujet "RCC FRAME"

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. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-3317-0_9.

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Rakshita, R., C. Daniel, G. Hemalatha, L. Sarala, D. Tensing, and S. Sundar Manoharan. "Studies on Modeling and Control of RCC Frame with MR Damper." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5001-0_18.

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Soni, Akash, Manohari P. Kulkarni, and Shardul G. Joshi. "Evaluation of Response Reduction Factor for RCC Moment Resisting Frame with Ductile Shear Wall." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-6463-5_14.

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Prajapati, Rahul, and Sanjeev Kumer Verma. "Analysis of a High Rise Building Frame Under Wind Pressure Considering Steel RCC Composite Structure." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2676-3_40.

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Padavale, Priyanka V., Mukund M. Pawar, Mangesh S. Survase, Revnnath J. Salunke, Amruta L. Lugade, and Suraj R. Pawar. "Performance of RCC Multistory Framed Structure in Different Geometric Shapes." In Techno-societal 2022. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-34644-6_17.

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Singh Oinam, Manoranjan, and S. S. Ningthoukhongjam. "Comparison of Seismic Performance of Composite (RCS) Frame with RC Frame Using Pushover Analysis." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5235-9_3.

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Naveen Kumar, S., and K. S. Satyanarayanan. "Analytical Behavior of Optimum Position of Multi-level Outriggers in RCC Frames." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-6175-7_25.

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Ramdas, Laxmi M., and M. Helen Santhi. "Seismic Performance Analysis of Regular and Irregular RCC Framed Building with Dampers." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-4617-1_28.

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Elmasry, 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. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-030-01932-7_1.

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Nagpure, Akshay, and S. S. Sanghai. "Effect of Floor Diaphragms on Seismic Response of RCC Framed Building—A Review." In Smart Technologies for Energy, Environment and Sustainable Development. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6148-7_33.

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Actes de conférences sur le sujet "RCC FRAME"

Arora, Divyang, Md Adnan, M. Parvathi Devi, and S. Santhalakshmi. "Enhancement of Space Link Extension (SLE) Provider Software for Return Channel Frame (RCF) Service." In 2024 IEEE Space, Aerospace and Defence Conference (SPACE). IEEE, 2024. http://dx.doi.org/10.1109/space63117.2024.10668163.

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Lebarbé, T., C. Petesch, D. Bonne, F. de la Burgade, and M. Blat-Yrieix. "2012 Edition of the RCC-MRx: Adaptation of Rules to the Evolution of Projects Needs and International Exchanges." In ASME 2012 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/pvp2012-78330.

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In 2012, AFCEN (Association Française pour les règles de Conception et de Construction des Matériels des Chaudières Electro-nucléaires) will publish the fifth edition of the RCC-MR code, named RCC-MRx 2012. This RCC-MRx Code is the result of the merger of the RCC-MX 2008 developed in the context of the research reactor Jules Horowitz Reactor project, in the RCC-MR 2007 which set up rules applicable to the design of components operating at high temperature and to the Vacuum Vessel of ITER. RCC-MRx, developed especially for Sodium Fast Reactors (SFR), Research Reactors (RR) and Fusion Reactors (

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Triay, Manuela, Eric Meister, Benoît Lefever, et al. "RCC-M Code: Recent Evolutions and Perspectives." In ASME 2019 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/pvp2019-93343.

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Abstract This paper covers the general approach followed by AFCEN, the French Society for Design, Construction and In-Service Inspection Rules for Nuclear Island Components in updating the nuclear code RCC-M, from the technical and organizational points of view. The main evolutions introduced in recent editions of RCC-M code are presented and commented on, with a focus on the 2018 edition of the code, which marks the end of the 3-year program carried out to demonstrate the conformity with European essential safety requirements for pressure equipment and French requirements for nuclear pressure

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Malouines, Philippe, and Jean-Marie Grandemange. "RCC-M: Content, Working Approach and Future Evolutions." In ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57069.

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The paper covers the general approach followed by AFCEN, the French Society for Design, Construction and In-Service Inspection Rules for Nuclear Island Components, in codes and standards establishing, from the technical and organizational points of views. The RCC-M code is the major reference code existing since the creation of AFCEN. The presentation highlights how the industrial experience was integrated into the industrial codes, and how codes evolve taking into account the evolution of regulations and European and International standards. Processes for updates, interpretations and inquirie

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Morshed, 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.

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Gontewar, Pratiksha, A. V. Patil, and Prasanna Kulkarni. "Analytical investigation of steel frame structure with composite deck slab in comparison to RCC structure." In INTERNATIONAL CONFERENCE ON INTELLIGENT TECHNOLOGIES FOR SUSTAINABLE ENERGY MANAGEMENT AND CONTROL 2023: ITSEMC2023. AIP Publishing, 2024. https://doi.org/10.1063/5.0240208.

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Malouines, Philippe. "Presentation of New Edition of RCC M Code in 2012." In ASME 2012 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/pvp2012-78033.

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The paper covers the general approach followed by AFCEN, the French Society for Design, Construction and In-Service Inspection Rules for Nuclear Island Components, in codes and standards, from the technical and organizational points of views. The RCC-M code is the major reference code in existence since the creation of AFCEN. The presentation highlights how the industrial experience is currently integrated into the industrial codes, and how codes evolve taking into account the enlargement of AFCEN, new AFCEN organization rules, international environment, and international best practices. Proce

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Sudhakar, Sunkesula, B. Shankar, S. Sai Sekhar Reddy, P. Mallikarjun Yadav, M. Maheshwari, and D. Pradeep Kumar. "Seismic response reduction of RCC 2D frame building using non-linear viscous dampers in OPENSEES tool." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON INNOVATIVE PRACTICES IN SUSTAINABLE ENGINEERING & TECHNOLOGY (IC-IPSET’24). AIP Publishing, 2025. https://doi.org/10.1063/5.0274056.

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Marie, S., Y. Kayser, B. Drubay, et al. "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." In ASME 2009 Pressure Vessels and Piping Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/pvp2009-77119.

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The fourth edition of the RCC-MR code was issued in French and English versions in October 2007 by AFCEN (Association Franc¸aise pour les re`gles de Conception et de Construction des Mate´riels des Chaudie`res Electro-nucle´aires). In the frame of this new edition, important changes have been made in the appendix A16 for the Leak-Before-Break (LBB) procedure and the related tools (defect assessment procedures and fracture mechanics parameter compendia). This paper presents the evolution of the appendix A16 from the 2002 edition of the RCC-MR code: - Defect size determination at penetration and

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Liu, Yin, Hai Xie, Zichen Kong, et al. "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.

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Abstract Fatigue is a phenomenon identified as a significant degradation mode which affects industrial facilities, in particulier the lifespan of nuclear power plants. As one of its important branches, the environmentally assisted fatigue (EAF) considers not only effects of unfavorable mechanical and thermal conditions, but also PWR primary water environment in nuclear components. This phenomenon can accelerate fatigue related structure failure for common materials in nuclear components such as austenitic stainless steels and nickel-based alloys. Within this frame of reference, the RCC-M code

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Rapports d'organisations sur le sujet "RCC FRAME"

Morton, A. Updates for the Back-to-Back Frame Benchmark in RFC 2544. RFC Editor, 2021. http://dx.doi.org/10.17487/rfc9004.

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MECHANICAL PROPERTIES OF KINKED STEEL PLATES AND THEIR APPLICATIONS IN FRAME STRUCTURES. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.314.

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To effectively improve the ability of frame structures to comprehensively defend against seismic collapse and progressive collapse, this paper proposes a novel configuration, kinked steel plate (KP). The mechanical properties of KP were studied through test and numerical simulation. It is found that when KP is in tension, the resistance that can provide in the small deformation stage is lower, but it can provide a resistance equivalent to that of ordinary straight steel plates after being straightened. When KP in compression, the resistance that can provide is very small and can be ignored. Th

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LOAD TRANSFER MECHANISM OF STEEL GIRDER-RC PIER CONNECTION IN COMPOSITE RIGID-FRAME BRIDGE. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.286.

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The composite rigid-frame bridge, where the steel girder and the reinforced concrete (RC) pier are rigidly connected, has a high bearing capacity and superior long-term performance. The steel girder-RC pier connection is the critical detail for the design of such a structural form. To this end, a detailed review of composite rigid-frame bridges in China and abroad was carried out to summarize various forms of connections and evaluate their applicability. A novel connection type was then proposed to improve the connective performance between steel plate girders and RC piers. Threedimensional fi

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SEISMIC RESPONSES OF RC BRACED FRAMES WITH BUCKLING RESTRAINED BRACES CONNECTED TO CORBELS. The Hong Kong Institute of Steel Construction, 2020. http://dx.doi.org/10.18057/ijasc.2020.16.1.10.

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