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Статті в журналах з теми "Masonry panel subjected to in-plane loading"
Komaraneni, S., Durgesh C. Rai, and Vaibhav Singhal. "Seismic Behavior of Framed Masonry Panels with Prior Damage When Subjected to Out-of-Plane Loading." Earthquake Spectra 27, no. 4 (November 2011): 1077–103. http://dx.doi.org/10.1193/1.3651624.
Повний текст джерелаBarnaure, Mircea, and Daniel Nicolae Stoica. "Analysis Of Masonry Infilled RC Frame Structures Under Lateral Loading." Mathematical Modelling in Civil Engineering 11, no. 1 (March 1, 2015): 29–39. http://dx.doi.org/10.1515/mmce-2015-0004.
Повний текст джерелаIuorio, Ornella, and Jamiu A. Dauda. "Retrofitting Masonry Walls against Out-Of-Plane Loading with Timber Based Panels." Applied Sciences 11, no. 12 (June 11, 2021): 5443. http://dx.doi.org/10.3390/app11125443.
Повний текст джерелаHuang, Yanxia, Qunyi Huang, Liang Cui, Keyue Zhang, and Ming Zhang. "A method for predicting failure load of masonry wall panel based on structural stress state." Engineering review 40, no. 2 (April 1, 2020): 1–9. http://dx.doi.org/10.30765/er.40.2.01.
Повний текст джерелаSarhosis, Vasilis, Tamas Forgacs, and Jose Lemos. "Stochastic strength prediction of masonry structures: a methodological approach or a way forward?" RILEM Technical Letters 4 (February 3, 2020): 122–29. http://dx.doi.org/10.21809/rilemtechlett.2019.100.
Повний текст джерелаKarlos, Kyriakos, Aristomenis Tsantilis, and Thanasis Triantafillou. "Integrated Seismic and Energy Retrofitting System for Masonry Walls Using Textile-Reinforced Mortars Combined with Thermal Insulation: Experimental, Analytical, and Numerical Study." Journal of Composites Science 4, no. 4 (December 16, 2020): 189. http://dx.doi.org/10.3390/jcs4040189.
Повний текст джерелаEl-Ouali, Taoufik, Jules Houde, and René Tinawi. "Comportement d'un cadre rempli soumis à un chargement cyclique: modélisation pour une analyse dynamique non linéaire." Canadian Journal of Civil Engineering 18, no. 6 (December 1, 1991): 1013–23. http://dx.doi.org/10.1139/l91-124.
Повний текст джерелаYi, Junyi, and Nigel G. Shrive. "Design rules for hollow concrete masonry walls subjected to concentrated loads." Canadian Journal of Civil Engineering 30, no. 1 (February 1, 2003): 203–11. http://dx.doi.org/10.1139/l02-104.
Повний текст джерелаMojsilović, Nebojša. "Strength of masonry subjected to in-plane loading: A contribution." International Journal of Solids and Structures 48, no. 6 (March 2011): 865–73. http://dx.doi.org/10.1016/j.ijsolstr.2010.11.019.
Повний текст джерелаSafiee, N. A., M. S. Jaafar, and Jamal Noorzaei. "Behavior of Mortarless Wall Subjected to In-Plane Combine Loading." Advanced Materials Research 264-265 (June 2011): 1746–51. http://dx.doi.org/10.4028/www.scientific.net/amr.264-265.1746.
Повний текст джерелаДисертації з теми "Masonry panel subjected to in-plane loading"
Park, Young Kol. "Experimental and numerical investigations on behaviour of URM wall subjected to in-plane loading." Thesis, 2019. http://hdl.handle.net/2440/126036.
Повний текст джерелаThesis (MPhil) -- University of Adelaide, School of Civil, Environmental and Mining Engineering, 2019
Dhanasekar, M. "The performance of brick masonry subjected to in-plane loading." Thesis, 1985. http://hdl.handle.net/1959.13/1312458.
Повний текст джерелаThis thesis presents a comprehensive, macroscopic material model for the in-plane behaviour of brick masonry and describes its incorporation into an incremental, non-linear finite element computer model capable of simulating the behaviour of masonry at all levels of applied load. The material model is derived from a large number of biaxial tests on half scale brick masonry panels and consists of elastic and in-elastic deformation characteristics and a failure criterion. In the elastic range, the brick masonry behaves, on average, isotropically. However, its in-elastic stress-strain relations and failure criterion are significantly influenced by the presence of mortar joints acting as planes of weakness. The material model allows the brick masonry to be modelled as a continuum. Despite the fact that the influence of individual bricks and joints is averaged , depending on the state of stress , the failure can occur in the joints alone, in a combined mechanism involving both brick and joint or by crushing and s palling of the masonry. The results of the finite element model have been verified by comparing the results of racking and vertical load tests on steel frames with brick masonry infill. Infilled frames of varying height/length ratio and frame/wall stiffness and infill panels of differing curing history (and hence differing strength) have been considered. Sensitivity analyses of the parameters of the material model have been carried out with reference to racking tests on infilled frames. The modulus of elasticity and the strength parameters were found to be the most significant properties of masonry. The model has also been used to carry out a study of infilled frame and shear wall behaviour. In both cases various geometries and relative strength parameters have been used and their significance on the strength of walls investigated. These studies illustrate the potential of the model as both a research tool and as an aid to design.
Behnam, Manesh Pouria. "Experimental Study of Masonry-Infilled Steel Frames Subjected to Combined Axial and In-Plane Lateral Loading." 2013. http://hdl.handle.net/10222/38619.
Повний текст джерелаMasonry infilled steel frames tested under combined axial and lateral loading. Behaviour as affected by axial load, grouting, aspect ratio and openings discussed. Correlation between axial load level and the infill lateral resistance examined. Efficacy of the Canadian and American masonry standards on infill design was examined.
Haach, V. "Development of a design method for reinforced masonry subjected to in-plane loading based on experimental and numerical analysis." Doctoral thesis, 2009. http://hdl.handle.net/1822/9596.
Повний текст джерелаMasonry walls consist of the main elements responsible for the global stability of masonry buildings when subjected to lateral loads such as wind and seismic forces. These elements are subjected to gravity forces, bending moments and shear forces due to the horizontal loading. The masonry beams above the openings are important structural elements promoting the coupling behaviour of the masonry piers enabling the transfer of forces between them. Besides, the consideration of these elements leads to higher stiffness of the building. The anisotropic behaviour added to bi-axial stress state generated by the combination of those efforts becomes the behaviour of masonry walls and beams very complex. Therefore, this research aims at better understanding the behaviour of masonry walls and beams subjected to in-plane loading and propose analytical methodology for their design. Based on the literature review, an extensive experimental program is planned, being composed by experimental tests for the characterization of mechanical behaviour of masonry and masonry materials, in-plane cyclic tests on masonry walls and tests on masonry beams under flexure and shear. Based on experimental results, calibration of numerical micro-model using software DIANA® is presented. Moreover, a parametric analysis of masonry walls and beams is performed in order to assess the influence of different boundary conditions, aspect ratios, loading and reinforcement arrangements that could not by studied in experimental program. Results indicates that masonry walls and beams are described by similar flexural and shear resisting mechanisms. Unreinforced walls and beams present a very brittle behaviour. On the other hand, the application of reinforcement increases the deformation capacity, controls the crack opening and allows a better distribution of stresses. Longitudinal reinforcements (vertical in case of walls and horizontal in case of beams) increase the flexural strength, even if they seem not to influence the shear behaviour. Transversal reinforcements (horizontal in case of walls and vertical in case of beams) increase the shear strength, even if they do not influence the flexural behaviour. Effectiveness of reinforcements on the increase of the resistance of masonry walls and beams is highly related to the failure mode of the element. Based on numerical and experimental results, a new analytical method is proposed for the design of masonry walls and beams subjected to in-plane loading. Comparison between the results provided by the proposed method with other design methods presented in literature and experimental results of several authors is presented.
As paredes consistem no elemento estrutural responsável pela estabilidade global dos edifícios em alvenaria estrutural quando sujeitos a acções laterais como vento e sismos. Estes elementos estão sujeitos a forças verticais e adicionalmente a momentos flectores e esforços de corte devido as forças laterais. Um elemento estrutural secundário mas muito importante na interacção de paredes são as vigas sobre as aberturas. Este elemento permite a transferência de esforços entre os troços de parede e confere uma maior rigidez à estrutura. O comportamento anisotrópico da alvenaria aliado ao estado bi-axial de tensão provocado pela combinação dos esforços referidos torna o comportamento das paredes e vigas bastante complexo. Desta forma, este trabalho tem como principal objectivo a melhor compreensão do comportamento de paredes e vigas de alvenaria quando sujeitos a acções no plano e a proposição de um método de dimensionamento para estes elementos. Assim, com base na revisão bibliográfica relativa ao comportamento de paredes e vigas de alvenaria, tanto em termos numéricos quanto experimentais, é proposto um plano extenso de ensaios para a caracterização mecânica dos materiais, para o estudo do comportamento de paredes sob a acção combinada de forças verticais e horizontais cíclicas aplicadas no plano das paredes e, finalmente, para o estudo do comportamento de vigas de alvenaria sujeitos à flexão e ao corte. Com base nos resultados experimentais é feita a calibração de um micro-modelo numérico com o aplicativo DIANA®, utilizando como ferramenta básica o método dos elementos finitos (MEF). Além disso, uma análise paramétrica é realizada nas paredes e nas vigas para avaliar o efeito das condições de fronteira, da geometria, da relação altura/largura dos elementos e das percentagens de armadura transversal e longitudinal. Os resultados indicam que o comportamento das paredes e vigas é descrito pelos mesmos mecanismos de resistência. Ambos os elementos apresentam um comportamento bastante frágil quando não são armados. Por outro lado, a utilização de armaduras aumenta a capacidade de deformação, controla a abertura de fissuras e permite uma melhor distribuição de tensões. As armaduras longitudinais (verticais no caso das paredes e horizontais no caso das vigas) aumentam a resistência à flexão dos elementos mas parecem não ter grande influência no comportamento ao corte. As armaduras transversais (horizontais no caso das paredes e verticais no caso das vigas) aumentam a resistência ao corte dos elementos não tendo grande influência no comportamento à flexão. A eficiência das armaduras no aumento de resistência das paredes e vigas está bastante relacionada com o modo de ruptura. Com base nos resultados numéricos e experimentais é proposto um método de dimensionamento de paredes e vigas sujeitos a acções no plano. A comparação dos resultados fornecidos pelo método proposto e por outros métodos de dimensionamento com resultados experimentais de diversos autores é apresentada.
European Union Programme of High Level Scholarships for Latin America - Programme Alβan nº E06D100148BR
Частини книг з теми "Masonry panel subjected to in-plane loading"
Meoni, Andrea, Antonella D’Alessandro, Felice Saviano, Gian Piero Lignola, Fulvio Parisi, and Filippo Ubertini. "Seismic Monitoring of Masonry Structures Using Smart Bricks: Experimental Application to Masonry Walls Subjected to In-Plane Shear Loading." In Lecture Notes in Civil Engineering, 71–80. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-07254-3_8.
Повний текст джерелаAsenov, M., N. Mojsilović, and T. Mićić. "Probability of occurrance of slip failure along head joints in masonry subjected to in-plane loading." In Brick and Block Masonry, 57–64. CRC Press, 2016. http://dx.doi.org/10.1201/b21889-5.
Повний текст джерелаRobazza, B. R., S. Brzev, and T. Y. Yang. "An experimental study on slender reinforced masonry shear walls subjected to in-plane reversed cyclic loading." In Brick and Block Masonry - From Historical to Sustainable Masonry, 483–90. CRC Press, 2020. http://dx.doi.org/10.1201/9781003098508-66.
Повний текст джерелаKumari, Emarti. "Dynamic Analysis of High-Rise Buildings Using Simplified Numerical Method." In Vibration Monitoring and Analysis - Recent Advances [Working Title]. IntechOpen, 2022. http://dx.doi.org/10.5772/intechopen.108556.
Повний текст джерелаТези доповідей конференцій з теми "Masonry panel subjected to in-plane loading"
Silva, Luís C., Paulo B. Lourenço, and Gabriele Milani. "A DISCRETE MACRO-MODEL USING HOMOGENIZATION WITH STRAIN-RATE DEPENDENCY FOR THE OUT-OF-PLANE STUDY OF MASONRY PANELS SUBJECTED TO IMPACT LOADING." In 6th 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, 2017. http://dx.doi.org/10.7712/120117.5596.18576.
Повний текст джерелаKomoriyama, Yusuke, Yoshiteru Tanaka, Takahiro Ando, Yutaka Hashizume, Akira Tatsumi, and Masahiko Fujikubo. "Effects of Cumulative Buckling Deformation Formed by Cyclic Loading on Ultimate Strength of Stiffened Panel." In ASME 2018 37th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/omae2018-77855.
Повний текст джерелаHeng, Piseth, Hugues Somja, and Mohammed Hjiaj. "Experimental study on in-plane capacities of composite steel-concrete floor." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Valencia: Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.6987.
Повний текст джерела