Littérature scientifique sur le sujet « RC and masonry »
Créez une référence correcte selon les styles APA, MLA, Chicago, Harvard et plusieurs autres
Consultez les listes thématiques d’articles de revues, de livres, de thèses, de rapports de conférences et d’autres sources académiques sur le sujet « RC and masonry ».
À côté de chaque source dans la liste de références il y a un bouton « Ajouter à la bibliographie ». Cliquez sur ce bouton, et nous générerons automatiquement la référence bibliographique pour la source choisie selon votre style de citation préféré : APA, MLA, Harvard, Vancouver, Chicago, etc.
Vous pouvez aussi télécharger le texte intégral de la publication scolaire au format pdf et consulter son résumé en ligne lorsque ces informations sont inclues dans les métadonnées.
Articles de revues sur le sujet "RC and masonry"
Han, Sang Whan, et Chang Seok Lee. « Cyclic behavior of lightly reinforced concrete moment frames with partial- and full-height masonry walls ». Earthquake Spectra 36, no 2 (20 février 2020) : 599–628. http://dx.doi.org/10.1177/8755293019899960.
Texte intégralLin, Kun, Yuri Z. Totoev et Hong Jun Liu. « In-Plane Cyclic Test on Framed Dry-Stack Masonry Panel ». Advanced Materials Research 163-167 (décembre 2010) : 3899–903. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.3899.
Texte intégralFilippou, Christiana A., Nicholas C. Kyriakides et Christis Z. Chrysostomou. « Numerical Modeling of Masonry-infilled RC Frame ». Open Construction & ; Building Technology Journal 13, no 1 (30 juin 2019) : 135–48. http://dx.doi.org/10.2174/1874836801913010135.
Texte intégralBeyer, Katrin, et Alessandro Dazio. « Quasi-Static Monotonic and Cyclic Tests on Composite Spandrels ». Earthquake Spectra 28, no 3 (août 2012) : 885–906. http://dx.doi.org/10.1193/1.4000058.
Texte intégralBose, Supratik, et Durgesh C. Rai. « Lateral Load Behavior of an Open-Ground-Story RC Building with AAC Infills in Upper Stories ». Earthquake Spectra 32, no 3 (août 2016) : 1653–74. http://dx.doi.org/10.1193/121413eqs295m.
Texte intégralPudjisuryadi, Pamuda, V. S. Prayogo, S. I. Oetomo et Benjamin Lumantarna. « Seismic Performance of a Three-Story Reinforced Concrete Building with Masonry Infill Walls and Friction Base Support ». Civil Engineering Dimension 23, no 1 (20 avril 2021) : 35–43. http://dx.doi.org/10.9744/ced.23.1.35-43.
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 intégralZhang, Yong Qun, et Tao Wang. « Numerical Simulation of Masonry Walls Retrofitted by Prefabricated Reinforced Concrete Panels ». Applied Mechanics and Materials 351-352 (août 2013) : 1514–18. http://dx.doi.org/10.4028/www.scientific.net/amm.351-352.1514.
Texte intégralMucedero, Gianrocco, Daniele Perrone, Emanuele Brunesi et Ricardo Monteiro. « Numerical Modelling and Validation of the Response of Masonry Infilled RC Frames Using Experimental Testing Results ». Buildings 10, no 10 (13 octobre 2020) : 182. http://dx.doi.org/10.3390/buildings10100182.
Texte intégralLiu, Chunhui, Bo Liu, Xiaomin Wang, Jingchang Kong et Yuan Gao. « Seismic Performance Target and Fragility of Masonry Infilled RC Frames under In-Plane Loading ». Buildings 12, no 8 (6 août 2022) : 1175. http://dx.doi.org/10.3390/buildings12081175.
Texte intégralThèses sur le sujet "RC and masonry"
Wang, Chuanlin. « Retrofitting of infilled RC frames using collar jointed masonry ». Thesis, University of Leeds, 2017. http://etheses.whiterose.ac.uk/15961/.
Texte intégralOuyang, Yi, et 欧阳禕. « Theoretical study of hybrid masonry : RC structure behaviour under lateral earthquake loading ». Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hdl.handle.net/10722/196090.
Texte intégralpublished_or_final_version
Civil Engineering
Master
Master of Philosophy
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.
Texte intégralSome digitised pages may appear illegible due to the condition of the original hard copy.
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 the infill. This ensures that there is no contact between the frame and the infill during an earthquake event. However, it has been suggested that masonry infill can play a significant role in the performance of a Re frame building under lateral loading. The first part of the study focuses on the South African situation. The relevance of shear walls in these Re frame buildings as well as the size of the gap (between frame and infill) left in practice, are investigated. This is done by finite element analysis. The second part of the study focuses on the effects that the infill can have on the global performance of the structure when there is full contact between the Re frames and infill. The effect of openings in the infill to the response of the frame is also investigated. Finite element models of single span Re frames with infill is built and analyzed in order to investigate possible damage to the infill, frame infill interaction and to obtain the non linear stiffness of the frame with infill as a whole. This obtained non linear stiffness can be modelled in Diana as a non linear spring that will be used in the development of a simplified analysis method. The simplified method developed consists of a frame and two such non linear springs, placed diagonally, and which have the same force versus displacement behaviour as the original frame with infill. These single span frames can be added together to model a whole frame. In a first step to generalise the simplified method, various geometries of infills are considered, varying span and height, as well as opening percentage, representing windows and doors of varying total area and positioning. However, in this study a single masonry type, namely solid baked clay bricks set in a general mortar, is considered. To generalise the approach further, other masonry types can be considered in the same way. The use of these springs in a simplified model saves computational time and this means that larger structures can be modelled in Diana to investigate response of'Rf' frame buildings with infill. The work reported in this thesis considers only in-plane action. Out-of-plane-action of the masonry infill has been reported in the literature to be considerable, under the condition that it is sufficiently tied to the frame to prevent mere toppling over, causing life risking hazards in earthquake events. This matter should be studied in continuation of the current research to generalise the simple approach to three dimensions.
AFRIKAANSE OPSOMMING: Gewapende betonrame (GBR-e) met ongewapende messelwerk invulpanele (invul) vorm die strukturele ruggraat van vele geboue en dit geld ook vir geboue in Suid-Afrika. Dit is algemene praktyk om die invulpaneel in sulke geboue as 'n nie-strukturele komponent te beskou. Daarvolgens dra dit nie by tot die gedrag van 'n GBR gebou onderhewig aan 'n aarbewing nie. Dit word bereik deur 'n groot genoeg gaping tussen die betonraam en die invul te los. Die gevolg is dat daar geen kontak tussen die betonraam en die invul plaasvind indien daar 'n aardbewing sou voorkom nie. Dit is egter voorgestel dat invul 'n noemenswaardige rol kan speel in die gedrag van 'n GBR gebou onderwerp aan 'n horisontale las. Die eerste deel van die studie fokus op die Suid-Afrikaanse situasie. Die relavansie van skuifmure in GBR geboue asook die grootte van die gaping (tussen die raam en invul) wat in die praktyk gebruik word, word ondersoek. Dit word gedoen met behulp van eindige element analises. Die tweede deel van die studie fokus op die effek wat invul kan hê op die globale gedrag van 'n struktuur wanneer daar volle kontak tussen die GBR en die invul is. Die effek wat die teenwoordigheid van openinge in die invul kan hê op die gedrag van 'n GBR is ook ondersoek. Eindige element modelle van enkelspan GBR met invul is gemodelleer en geanaliseer om die moontlike skade aan die invul, die interaksie tussen die GBR en die invul asook die nie-lineêre styfheid van die raam en invul as 'n geheel, te ondersoek. Hierdie nielineêre styfheid kan in Diana as 'n nie-lineêre veer gemodelleer word en word gebruik in die ontwikkeling van 'n vereenvoudigde metode. Hierdie vereenvoudigde metode wat ontwikkel is, bestaan uit 'n raam en twee sulke nielineêre vere (diagonaal geplaas). Die raam met vere het dieselfde krag teenoor verplasingsgedrag as die van die oorspronklike raam met invul wat dit voorstel. Hierdie rame kan saamgevoeg word om 'n raam uit 'n gebou as 'n geheel te modelleer. Verskeie invul geometrieë word gebruik in die analises in 'n eerste stap om die vereenvoudigde metode te veralgemeen. Die span en hoogte asook opening persentasie van die invul word gevariëer om vensters en deure van veskeie grootte en posisie voor te stel. In die studie, 'n enkel messelwerk tipe, naamlik solied klei bakstene geset in algemene mortar, word gebruik. Ander messelwerk tipes kan gebruik word om die metode verder te veralgemeen. Die gebruik van die vere in die vereenvoudigde metode spaar berekenings tyd en dit beteken dat groter strukture in Diana gemodelleer kan word om die gedrag van GBR geboue met invul te ondersoek. Die werk gedoen in die tesis neem slegs in-vlak aksie in ag. Literatuurstudie dui daarop dat goeie uit-vlak-aksie van messelwerk invul bestaan, mits dit goed geanker is aan die raam om te verseker dat dit nie kan omval en 'n gevaar vir lewens in 'n aardbewing inhou nie. Dit behoort verder bestudeer te vord in die vervolging van die huidige ondersoek om die vereenvoudige metode na drie dimensies te veralgemeen.
Stefani, Francesca <1987>. « Seismic retrofit of existing RC and masonry buildings using external aluminium alloy exoskeleton ». Doctoral thesis, Alma Mater Studiorum - Università di Bologna, 2021. http://amsdottorato.unibo.it/9875/1/Stefani_Francesca_tesi.pdf.
Texte intégralDI, TRAPANI Fabio. « RC Masonry infilled frames : Experimental results and development of predictive techniques for the assessment of seismic response ». Doctoral thesis, Università degli Studi di Palermo, 2014. http://hdl.handle.net/10447/91783.
Texte intégralThe presence of infill masonry in RC framed structures substantially modifies of the overall response in presence of seismic actions with respect of bare frames in terms of stiffness, strength and displacement capacity . The thesis presents the results of an experimental campaign on infilled frames with different kinds of masonry subjected to cyclic loading tests. Subsequently, a criterion for the simplified modeling of the cyclic hysteretic behavior through a macromodel equivalent diagonal strut is proposed. A further numerical investigation is carried out to assess the influence of local effects due to the interaction between infill a frame and a criterion for their inclusion when concentric strut models are used is developed. Finally calibration of the equivalent strut by means of a fiber model is performed. This approach is also applied to study the in plane-out of plane behavior of masonry infill panels when in the presence of seismic actions acting in any direction .
Kirch, Nienkotter Rocha Bruna. « Intrinsic variations in geometric properties of nonlinear equivalent strut models for infill-RC frames ». Thesis, Edith Cowan University, Research Online, Perth, Western Australia, 2019. https://ro.ecu.edu.au/theses/2187.
Texte intégralKožík, Jiří. « Objekt občanské vybavenosti ». Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410032.
Texte intégralBor-MinChang et 張博閔. « Backbone Model for Partially Confined Masonry Panels in RC Frames ». Thesis, 2018. http://ndltd.ncl.edu.tw/handle/69jxz3.
Texte intégral國立成功大學
建築學系
106
A nonlinear push-over analytical model for Taiwan’s partially confined masonry in RC frames is re-established in this research, which is based on the existing analytical model and the inductive conclusions of the structural behavior observed in the experiments. By comparing the results of the new analytical model and those of studies at home and abroad, it is observed that theoretical curves and performance points’ strength can effectively reflect experimental results. Furthermore, the determination of both masonry panels’ failure mode and whether shear failure occurred in columns is also accurate.
Manju, M. A. « Numerical Investigation of Masonry Infilled RC Frames Subjected to Seismic Loading ». Thesis, 2016. http://hdl.handle.net/2005/3156.
Texte intégralHsiue, Kai-Yuan, et 薛凱元. « In-Plane Behavior of Slender Unreinforced Masonry Walls in RC Frames ». Thesis, 2008. http://ndltd.ncl.edu.tw/handle/27651443336417954198.
Texte intégral國立成功大學
建築學系碩博士班
96
Slender unreinforced masonry (URM) walls can easily be found in typical RC school buildings in Taiwan, in-filled between RC frames and doors or windows due to the need for opening. Since the walls are only 60~100cm wide with a slenderness ratio more than 1 and lack of vertical boundary members, they are usually damaged by flexural bending in earthquakes. Based on the failing behavior investigated from in-site tests and the concept from former researches, an analytical model for flexural cracking and ultimate strength of slender URM walls is established in this thesis. From the observation in in-site tests for existing school buildings, it is found that when the slender URM wall is subjected to lateral loading comes from the top slab, horizontal flexural cracks appears along its top and bottom edges at once due to lack of tensile capacity. However, with sufficient vertical confinement by RC boundary frame, an inclined strut can form between the top and bottom compressive zones and provide lateral resistance by arching action. In the analytical model, the lateral resistance is derived from equilibrium of the couple by eccentric resultant compression at the top and bottom compressive zones and the moment resulted from lateral load. By assuming the wall is nearly rigid between cracked sections, the strain and depth of compressive zone can be derived geometrically. A stress-strain relationship for masonry is then employed to calculate the compressive stress and resultant compression. The lateral load-drift curve can be obtained by repeating the calculation for any given drift and the maximum load in the curve means the flexural ultimate strength of the wall. The model shows that analytical flexural ultimate strength of URM walls is proportional to its uniaxial compressive strength and almost inversely proportional to the slenderness ratio. The effect by simultaneously applied axial loading is also considered in this model. It appears that the analytical flexural strength increases slightly with the increase of initial axial loading less than about 60% of the ultimate axial strength but decreased rapidly after axial loading exceeds the range. Determination of analytical failure mode by introducing an existing model for shear strength is presented in the thesis as well. Comparison with experimental results shows that the analytical flexural strength and load-drift curves are conservative and reasonable.
Chapitres de livres sur le sujet "RC and masonry"
Manohar, Sharad, et Suhasini Madhekar. « Confined and Reinforced Masonry Buildings ». Dans Seismic Design of RC Buildings, 349–85. New Delhi : Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2319-1_9.
Texte intégralDe Luca, F., E. Morciano, D. Perrone et M. A. Aiello. « MID1.0 : Masonry Infilled RC Frame Experimental Database ». Dans Lecture Notes in Civil Engineering, 147–60. Cham : Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-78936-1_11.
Texte intégralCosta, Alexandre A., Bruno Quelhas et João P. Almeida. « Numerical Modelling Approaches for Existing Masonry and RC Structures ». Dans Structural Rehabilitation of Old Buildings, 285–305. Berlin, Heidelberg : Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-39686-1_10.
Texte intégralRai, Durgesh C., Bhushan Raj Selvaraj et Lalit Sagar. « Masonry-Infilled RC Frames Strengthened with Fabric-Reinforced Cementitious Matrix ». Dans Emerging Trends of Advanced Composite Materials in Structural Applications, 31–65. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-1688-4_2.
Texte intégralVerma, Surender Kumar, Kuldeep Kumar et Sameer Dogra. « Effect of Masonry Infills on Seismic Response of RC Framed Buildings ». Dans RILEM Bookseries, 231–50. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-51485-3_15.
Texte intégralBarnaure, M. « Structural Irregularities in RC Frame Structures Due to Masonry Enclosure Walls ». Dans Seismic Behaviour and Design of Irregular and Complex Civil Structures III, 97–110. Cham : Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-33532-8_9.
Texte intégralPatel, Nirav, et Sandip A. Vasanwala. « Evaluation of Response Reduction Factor for Un-reinforced Masonry-Infilled RC Buildings ». Dans Advances in Intelligent Systems and Computing, 525–35. Singapore : Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-1966-2_47.
Texte intégralRodrigues, João, Jelena Milosevic Ilic et Rita Bento. « Seismic Retrofitting of Irregular Mixed Masonry-RC Buildings : Case Study in Lisbon ». Dans Seismic Behaviour and Design of Irregular and Complex Civil Structures IV, 163–75. Cham : Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-83221-6_14.
Texte intégralPallarés, F. J., A. Agüero et L. Pallarés. « Seismic considerations in the dynamic characteristics of masonry infilled RC frames based on experimental tests ». Dans Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems, 179–82. London : CRC Press, 2022. http://dx.doi.org/10.1201/9781003348443-28.
Texte intégralPallarés, F. J., A. Agüero et L. Pallarés. « Seismic considerations in the dynamic characteristics of masonry infilled RC frames based on experimental tests ». Dans Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems, 61–62. London : CRC Press, 2022. http://dx.doi.org/10.1201/9781003348450-28.
Texte intégralActes de conférences sur le sujet "RC and masonry"
Zhang, 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 intégral« Shear Performance of FRCM Strengthened RC Beams ». Dans SP-324 : Composites with Inorganic Matrix for Repair of Concrete and Masonry Structures. American Concrete Institute, 2018. http://dx.doi.org/10.14359/51702359.
Texte intégral« Numerical Analysis of RC Beams Strengthened with SRG ». Dans SP-324 : Composites with Inorganic Matrix for Repair of Concrete and Masonry Structures. American Concrete Institute, 2018. http://dx.doi.org/10.14359/51702358.
Texte intégralFilippou, Christiana, Christis Chrysostomou et Nicholas Kyriakides. « NUMERICAL MODELING OF MASONRY-INFILLED RC FRAME STRENGTHENED WITH TRM ». Dans 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens : Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7136.19665.
Texte intégralTrajchevski, Zoran, et Golubka Nechevska-Cvetanovska. « THE ROLE OF MASONRY INFILL ON SEISMIC BEHAVIOUR OF RC BUILDINGS ». Dans 1st Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2021. http://dx.doi.org/10.5592/co/1crocee.2021.107.
Texte intégralCavaleri, L., F. di Trapani et M. Papia. « ANALYSIS OF LOCAL SHEAR EFFECTS IN BRICK MASONRY INFILLED RC FRAMES ». Dans 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Athens : Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2014. http://dx.doi.org/10.7712/120113.4715.c1533.
Texte intégralMarinković, Marko, et Christoph Butenweg. « EXPERIMENTAL AND NUMERICAL ANALYSIS OF RC FRAMES WITH DECOUPLED MASONRY INFILLS ». Dans 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens : Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7088.18845.
Texte intégralPruthvi, D., K. Sudha et H. Nayana. « Dynamic Analysis Of Masonry Infill Rc Frames For Soft Storey Criteria ». Dans Third International Conference on Current Trends in Engineering Science and Technology ICCTEST-2017. Grenze Scientific Society, 2017. http://dx.doi.org/10.21647/icctest/2017/49093.
Texte intégralYamazaki, Ryohei. « Reinforcement of old masonry by new structure ». 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.2018.0451.
Texte intégralSalamida, Gianluca, et Nicola Buratti. « FRAGILITY MODELS FOR EXISTING MASONRY INFILLED RC FRAMES IN THE EMILIA AREA ». Dans 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens : Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8699.18863.
Texte intégral