Littérature scientifique sur le sujet « RC FRAME-WALL STRUCTURE »
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Articles de revues sur le sujet "RC FRAME-WALL STRUCTURE"
Yang, Guang, Erfeng Zhao, Xiaoya Li, Emad Norouzzadeh Tochaei, Kan Kan et Wei Zhang. « Research on Improved Equivalent Diagonal Strut Model for Masonry-Infilled RC Frame with Flexible Connection ». Advances in Civil Engineering 2019 (4 mars 2019) : 1–18. http://dx.doi.org/10.1155/2019/3725373.
Texte intégralTian, Jie, Zhi Chao Yan et Yang Yang Cao. « Nonlinear Earthquake Response Analysis of a New RC Frame Multi-Ribbed Composite Walls Structure ». Advanced Materials Research 368-373 (octobre 2011) : 173–78. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.173.
Texte intégralZhang, Hao, Guang Wei Cao et Yong Qiang Li. « Dynamic Response Analysis of RC Structures under Seismic Excitation Considering Strain Rate ». Applied Mechanics and Materials 873 (novembre 2017) : 254–58. http://dx.doi.org/10.4028/www.scientific.net/amm.873.254.
Texte intégralMeng, Qing Li, Chun Yu Chu et Jun Chen. « The Study on Infilled Walls Effect in RC Frame Infilled Wall Structure ». Applied Mechanics and Materials 353-356 (août 2013) : 1783–90. http://dx.doi.org/10.4028/www.scientific.net/amm.353-356.1783.
Texte intégralPan, Lin, et Yan Qing Zhang. « The Analysis of Frame-Shear Wall Structure Model ». Advanced Materials Research 424-425 (janvier 2012) : 654–59. http://dx.doi.org/10.4028/www.scientific.net/amr.424-425.654.
Texte intégralXu, Defeng, Junwu Dai, Yongqiang Yang, Xuran Weng et Gang Sun. « Study on Numerical Simulation of Seismic Collapse of RC Frame Structure with Infilled Wall ». Advances in Civil Engineering 2022 (22 mars 2022) : 1–24. http://dx.doi.org/10.1155/2022/1890091.
Texte intégralKotadia, Keny K., et Dr K. B. Parikh. « Effect of Material Used for Infill Wall and Its Shape on the Seismic Performance of RC Frame ». International Journal for Research in Applied Science and Engineering Technology 10, no 6 (30 juin 2022) : 513–21. http://dx.doi.org/10.22214/ijraset.2022.43791.
Texte intégralYang, Youfa, Feihu Li et Feiyu Wang. « Analysis of the Seismic Performance of a Masonry Structure with an RC Frame on the First Story with a Concrete-Filled Steel Tubular Damper ». Applied Sciences 13, no 4 (13 février 2023) : 2408. http://dx.doi.org/10.3390/app13042408.
Texte intégralShi, Jialiang, et Qiuwei Wang. « Seismic performance evaluation of RC frame-shear wall structures using nonlinear analysis methods ». International Journal of Computational Materials Science and Engineering 06, no 04 (décembre 2017) : 1750025. http://dx.doi.org/10.1142/s2047684117500257.
Texte intégralTang, Baizan, Xiaojun Li, Su Chen et Lihong Xiong. « Shaking Table Test of a RC Frame with EPSC Latticed Concrete Infill Wall ». Shock and Vibration 2017 (2017) : 1–18. http://dx.doi.org/10.1155/2017/7163560.
Texte intégralThèses sur le sujet "RC FRAME-WALL STRUCTURE"
ZERBIN, Matteo. « Force-Based Seismic Design of Dual System RC Structures ». Doctoral thesis, Università degli studi di Ferrara, 2017. http://hdl.handle.net/11392/2488041.
Texte intégralLa progettazione sismica di strutture è tipicamente basato su un approccio progettuale basato sulle forze. Nel corso degli anni, questo approccio ha dimostrato di essere robusto e facile da applicare dai progettisti e, in combinazione con il principio di gerarchia delle resistenze, fornisce una buona protezione contro i meccanismi di collasso fragili. Tuttavia, è anche noto che l'approccio di progettazione in forze così come attuato nell’odierna generazione di normative soffre di alcune carenze. Uno di questi riguarda il fatto che il tagliante alla base è calcolato utilizzando un fattore di struttura predefinito, cioè costante per tipo di sistema strutturale. Di conseguenza, per lo stesso input di progettazione, strutture dello stesso tipo ma diversa geometria sono sottoposti ad una diversa domanda di duttilità e mostrano quindi una diversa prestazione durante un evento sismico. L'obiettivo di questo studio è quello di presentare un approccio per il calcolo fattori di struttura utilizzando modelli analitici semplici. Questi modelli analitici descrivono la deformata a snervamento e spostamento ultimo della struttura e richiedono solo dati di input disponibili all’inizio del processo di progettazione, quali dati geometrici e proprietà dei materiali. La deformata della struttura ottenuta dalle dimensioni delle sezioni e la capacità in termini di duttilità sezionale possono essere stimati all'inizio della progettazione. La duttilità è alla base della formulazione del fattore di struttura come proposto dai modelli analitici presentati. Tali modelli analitici permettono di collegare le duttilità sezionali alla duttilità strutturale e quindi calcolare una stima del fattore di struttura per struttura a pareti e a telaio. Infine, si sviluppa un approccio per strutture duali di tipo telaio-parete come combinazione di risultati ottenuti per i sistemi singoli. Il metodo proposto è applicato ad un insieme di strutture duali e validato con analisi dinamiche non lineari. Si dimostra che il metodo proposto produce una più accurata prestazione sismica rispetto all'approccio progettuale delle normative odierne. Il lavoro presentato contribuisce pertanto allo sviluppo di nuove linee guida per la progettazione sismica nella prossima generazione di normative.
Akin, Emre. « Strengthening Of Brick Infilled Rc Frames With Cfrp Reinforcement-general Principles ». Phd thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613172/index.pdf.
Texte intégralMENGISTIE, 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.
Texte intégralLee, Da-Wen, et 李大文. « Effect of Brick Wall on the Seismic Behavior of RC Frame Structures ». Thesis, 2001. http://ndltd.ncl.edu.tw/handle/16703836210602397606.
Texte intégral國立臺灣科技大學
營建工程系
89
This research investigates the effect of brick walls on the seismic behavior of RC frame structures. Including the difference between brick-wall-infilled frame and bare frame in seismic resistance and some often seen failure mode in 921 Chi-Chi Earthquake : weak story failure , short -column failure and overturning failure. The brick wall filled in 5-story,10-story and 20-story frame with four layouts. The results of these structures under four acceleration records shown that : (1)Frames of 5-story and 10-story brick walls can enhanced seismic resistance performance obviously . But frames of 20-story , brick walls has little influence , excluded failure result from short-column effect. Brick-wall-infilled (2)Shear capacity of column which is designed with Old Code is not sufficient. (3)Columns of weak story generate plastic hinges more early during earthquake . These columns consume more earthquake energy then columns in other story. (4)Columns of brick-wall-infilled frame get larger maximun and less mininum axial force than columns in bare frame of the same position. (5)Plastic hinges generated during earthquake will more concentrated on lower level of brick-wall-infilled frames.
LI, YI-XUN, et 李奕勳. « The seismic resistance capacity evaluation of the low-rise RC frame-wall building structures ». Thesis, 1990. http://ndltd.ncl.edu.tw/handle/37617604569367021262.
Texte intégralGentile, Roberto. « Extension, refinement and validation of the Simple Lateral Mechanism Analysis (SLaMA) for the seismic assessment of RC structures ». Doctoral thesis, 2018. http://hdl.handle.net/11589/120407.
Texte intégralThis dissertation is focused on the extension, refinement and validation of the Simple Lateral Mechanism Analysis (SLaMA) method for the seismic assessment of RC buildings. Suggested in the 2017 New Zealand guidelines for seismic assessment, NZSEE (2017), SLaMA is an analytical non-linear analysis technique that provides a first estimation of the global capacity curve of the primary lateral-resisting systems in RC buildings, including bare frames, cantilever walls and dual wall/frame systems. The basic idea is to progress “from local to global”, extending the local behaviour of the structural members to selected sub-schemes, and finally to the global non-linear response of the building. Inelastic torsional effects are also included. Since simplified assumptions are made, no numerical computer model is needed and hence all the calculations can be performed “by hand” (i.e. implemented in an electronic spreadsheet). The first part of this investigation is related to bare frame Lateral Resisting Systems, with the identification of potential areas of improvement for the existing SLaMA procedure and the proposal of an extended/refined one. The refined procedure for bare frames is validated through the application to a set of 40 ideal case studies and the comparison with refined numerical analyses (FEM Pushover). The results show that the refined SLaMA procedure allows to accurately identify the expected plastic mechanism of the frame, also considering the actual hierarchy of strength of its members, and to properly estimate its non-linear capacity curve with acceptable errors on the most meaningful parameters. The subsequent part of the investigation involves the development of a novel SLaMA method to evaluate the capacity curve of masonry-infilled frames systems, which represent a large portion of the building portfolio, especially in Europe. The incorporation of the contribution of the infills is completely absent in the NZSEE (2017) SLaMA framework. The methodology is based on a proposed mechanically-based procedure to decouple the frame and infills contributions to the overturning moment (and hence base shear) capacity for any value of the global displacement. The decoupling procedure is applicable regardless of the distribution of the infills and of the non-linear Axial load-Axial strain of the equivalent struts. It can be applied to post-process the results of Pushover or Time History analyses of different types of infilled frames (material-wise). Similarly to what done for bare frames, an extensive SLaMA vs numerical Pushover comparison, for a set of 72 ideal case studies, is used to validate the proposed SLaMA procedure. Part of the investigation is dedicated to dual wall/frame system structures, proposing a novel SLaMA procedure in which the coupled behaviour of the frame and wall(s) components is expressly considered, including the calculation of the exchanged forces and the concentrated moment couples due to the possible presence of link beams. By using the new SLaMA procedure it is possible to capture the non-linear behaviour of the dual system with extreme accuracy, as demonstrated with an extensive SLaMA vs numerical Pushover parametric analysis comprising 24 ideal case studies. The last step of the work is the seismic assessment of a real case study building, severely damage in the Christchurch (New Zealand) sequence of earthquakes in 2010-2011. Different analysis techniques are used to independently derive the “seismic score” of the building (capacity over demand), including: Linear Static, Linear Dynamic, Non-Linear Static (numerical Pushover and SLaMA) and Non-Linear Dynamic analyses. Firstly, this demonstrates the reliability of the SLaMA method in assessing real, complex cases by means of a cross-validation. Moreover, and perhaps more importantly, it is deemed that this comparative study demonstrates how the insights gained by using SLaMA can be used to calibrate important parameters needed when adopting other analysis techniques, or interpreting their results. Additional investigations might help in fine-tuning some of its steps but, overall, it is deemed that SLaMA constitutes a robust analysis technique that allows the assessor to really understand the behaviour of an RC building only using hand calculations, possibly implemented in a simple spreadsheet.
Chapitres de livres sur le sujet "RC FRAME-WALL STRUCTURE"
Li, Shurong, et Huanjun Jiang. « Seismic Performance of RC Frame-Shear Wall Structure with Replaceable Coupling Beams ». Dans High Tech Concrete : Where Technology and Engineering Meet, 1023–32. Cham : Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_119.
Texte intégralRequena-Garcia-Cruz, Maria-Victoria, Rita Couto, Rita Bento et Antonio Morales-Esteban. « Seismic Assessment of RC Buildings Considering the Influence of Vertical Irregularities : Framed and Wall-Frame Structures ». Dans Seismic Behaviour and Design of Irregular and Complex Civil Structures IV, 287–97. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-83221-6_24.
Texte intégralBhavnani, M. S., et R. K. Sheth. « A Comparative Study of Seismic Performance of RC Frame-Wall Structures Designed as Per Various International Codes ». Dans Lecture Notes in Civil Engineering, 195–217. Singapore : Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1608-5_15.
Texte intégralSinha, A., N. Sharma, K. Dasgupta et A. Dey. « Influence of BNWF Soil Modelling on Dynamic Behaviour of Pile Foundation for RC Frame with Structural Wall ». Dans Lecture Notes in Mechanical Engineering, 277–88. Singapore : Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5862-7_23.
Texte intégralAkpinar, Erkan, et Seckin Ersin. « A Comparative Investigation of Structural Performance of Typical and Non-Ducitle Public RC Buildings Strengthened Using Friction Dampers and RC Walls ». Dans Architecture and Design, 1073–89. IGI Global, 2019. http://dx.doi.org/10.4018/978-1-5225-7314-2.ch040.
Texte intégralActes de conférences sur le sujet "RC FRAME-WALL STRUCTURE"
Aliyu, Ahmad Mubarak, et Adamu Kabiru. « Influence of infill wall in RC frames ». Dans 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.
Texte intégralCaruso, Claudia, Rita Bento et José Miguel Castro. « Seismic risk assessment of an old RC frame-wall building in Lisbon ». Dans IABSE Symposium, Guimarães 2019 : Towards a Resilient Built Environment Risk and Asset Management. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.1480.
Texte intégralChiu, Chien-Kuo, Fu-Pei Hsiao, Wen-I. Liao, Samuel Jonathan Quacoo, Chin-En Ho et Zi-En Gu. « Retrofitting Non-Ductile RC Frames for Seismic Resistance Using Post-Installed Shear Walls ». Dans ASME 2019 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/pvp2019-93399.
Texte intégralZhang, Fei, et Jianxun Ma. « Experimental Study on Hybrid Masonry Structure with RC Frame under Lateral Reversed Cyclic Loading ». Dans IABSE Conference, Kuala Lumpur 2018 : Engineering the Developing World. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0142.
Texte intégralQin, Li, et Xiao-gang Jia. « Seismic Response Analysis of RC Frame-Shear Wall Structure with Specially Shaped Columns ». Dans 2009 International Conference on Information Management, Innovation Management and Industrial Engineering. IEEE, 2009. http://dx.doi.org/10.1109/iciii.2009.377.
Texte intégralPurushothama, Chaithra, H. Sharada Bai et G. Ambrish. « Seismic Behaviour of Six-Storied RC Residential Structure with Existing LLRS ». Dans IABSE Conference, Kuala Lumpur 2018 : Engineering the Developing World. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0411.
Texte intégralKang, Ling-guo, Guo-liang Bai, Xiao-wen Li, Hong-xing Li et Chun-lian Zhao. « Experimental Research on Dynamic Characters of SRC Frame-RC Shear Wall Hybrid Structure Main Building in Large Thermal Power Plants ». Dans 2009 IITA International Conference on Control, Automation and Systems Engineering, CASE 2009. IEEE, 2009. http://dx.doi.org/10.1109/case.2009.78.
Texte intégralSagals, Genadijs, Nebojsa Orbovic et Thambiayah Nitheanandan. « Applicability of Sub-Modelling Technique for Dynamic Analysis of Concrete Structures With Attached Equipment Under Missile Impact ». Dans 2020 International Conference on Nuclear Engineering collocated with the ASME 2020 Power Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/icone2020-16523.
Texte intégralYeh, Yung-Hsin, et Wen-I. Liao. « Cyclic Performance of Two-Story Ductile RC Frames With Infill Walls ». Dans ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71453.
Texte intégralShirai, Kazutaka, Taizo Matsumori et Toshimi Kabeyasawa. « 3-D Dynamic Collapse Test of a Six-Story Full-Scale RC Wall-Frame Building ». Dans Research Frontiers at Structures Congress 2007. Reston, VA : American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40944(249)12.
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