Academic literature on the topic 'Masonry, pushover analysis, historical building'
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Journal articles on the topic "Masonry, pushover analysis, historical building"
Tomar, Anshu, Dilip Kumar Paul, and Pankaj Agarwal. "Correlation Between Computed Stress Response and Observed Damage of a Heritage Masonry Building." Journal of Earthquake and Tsunami 12, no. 01 (March 2018): 1850002. http://dx.doi.org/10.1142/s1793431118500021.
Full textNikolić, Željana, Luka Runjić, Nives Ostojić Škomrlj, and Elena Benvenuti. "Seismic Vulnerability Assessment of Historical Masonry Buildings in Croatian Coastal Area." Applied Sciences 11, no. 13 (June 28, 2021): 5997. http://dx.doi.org/10.3390/app11135997.
Full textCundari, G. A., G. Milani, G. Failla, F. Nucera, and A. Santini. "Two-Step Pushover Analysis of an Ancient Masonry Oil-Mill in the Southern Italy." Advanced Materials Research 133-134 (October 2010): 361–66. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.361.
Full textFormisano, Antonio, Nicola Chieffo, and Generoso Vaiano. "Seismic Vulnerability Assessment and Strengthening Interventions of Structural Units of a Typical Clustered Masonry Building in the Campania Region of Italy." GeoHazards 2, no. 2 (June 2, 2021): 101–19. http://dx.doi.org/10.3390/geohazards2020006.
Full textMilani, Gabriele. "Editorial - New Trends in the Numerical Analysis of Masonry Structures." Open Civil Engineering Journal 6, no. 1 (November 16, 2012): 119–20. http://dx.doi.org/10.2174/1874149501206010119.
Full textAmari, Karima, Amina Abdessemed Foufa, Mustapha Cheikh Zouaoui, and Giuseppina Uva. "Seismic Vulnerability of Masonry Lighthouses: A Study of the Bengut Lighthouse, Dellys, Boumerdès, Algeria." Buildings 10, no. 12 (December 18, 2020): 247. http://dx.doi.org/10.3390/buildings10120247.
Full textSu, Qi Wang, Yang Xia, and Shi Chun Zhao. "An Equivalent Frame Model for Seismic Analysis of Existing Masonry Building." Advanced Materials Research 255-260 (May 2011): 2478–82. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.2478.
Full textShehu, Rafael. "Implementation of Pushover Analysis for Seismic Assessment of Masonry Towers: Issues and Practical Recommendations." Buildings 11, no. 2 (February 16, 2021): 71. http://dx.doi.org/10.3390/buildings11020071.
Full textShrestha, Jagat Kumar. "Response Reduction Factor for Mansory Buildings." Nepal Journal of Science and Technology 19, no. 1 (July 1, 2020): 196–203. http://dx.doi.org/10.3126/njst.v19i1.29802.
Full textDoiphode, Dr G. S., and Vaibhav Dhndhukiya. "Performance Based Seismic Assessment of Masonry Infilled RCC Building with Diaphragm Discontinuity." International Journal of Engineering and Advanced Technology 10, no. 2 (December 30, 2020): 214–20. http://dx.doi.org/10.35940/ijeat.b2090.1210220.
Full textDissertations / Theses on the topic "Masonry, pushover analysis, historical building"
Faralli, Anna Chiara. "Seismic vulnerability of the ancient albergotti's manor in Arezzo, Italy." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2013. http://amslaurea.unibo.it/5956/.
Full textJiménez, Ramirez Belén. "Seismic vulnerability assessment of traditional timber frame and masonry wall buildings : aplication to the historical centre of Valparaíso, Chile." Doctoral thesis, Universitat Politècnica de Catalunya, 2021. http://hdl.handle.net/10803/671491.
Full textLa vulnerabilidad sísmica de zonas urbanas expuestas a terremotos representa una creciente preocupación en el campo de la ingeniería debido al potencial riesgo de colapso de los edificios, y las consecuencias devastadoras que afectan a sus habitantes. Esta inquietud ha motivado el desarrollo de nuevas estrategias para la evaluación de la vulnerabilidad sísmica de los edificios existentes en centros urbanos. Un correcto estudio de la vulnerabilidad sísmica constituye el punto de partida para la correcta implementación de estrategias de mitigación enfocadas a aumentar la resiliencia sísmica de las ciudades. Los estudios de vulnerabilidad sísmica a escala urbana requieren un alto nivel de conocimiento respecto a las tipologías constructivas existentes, información comúnmente sesgada por las incertidumbres intrínsecas de los edificios, asociadas a los materiales y técnicas de construcción locales, especialmente en territorios compuestos por construcciones históricas o de naturaleza vernácula. Una etapa propedéutica de este tipo de estudios es la definición de una taxonomía de edificios, que permita caracterizar los sistemas estructurales existentes y detectar sus principales fuentes de vulnerabilidad. Esta tesis doctoral contribuye al desarrollo de una metodología para el levantamiento sistemático de edificios históricos en centros urbanos, basada en la formulación de cuatro formularios de encuestas para tipologías estructurales de entramado de madera, mampostería, hormigón armado y acero/hierro forjado. Otra importante contribución de esta tesis se centra en la calibración de modelos numéricos simplificados y orientados a la práctica para la evaluación de la vulnerabilidad sísmica de edificios tradicionales compuestos por muros de entramados de madera y mampostería. El comportamiento no lineal dichas estructuras es simulado mediante el uso de Modelos de Plasticidad Concentrada para muros de entramado de madera, y modelos continuos de Elementos Finitos para muros de mampostería. La calibración de estos modelos se lleva a cabo en base a rigurosas comparaciones entre diferentes ensayos experimentales disponibles en la literatura científica. Los modelos propuestos se utilizan para la evaluar la vulnerabilidad sísmica de dos edificios existentes situados en el centro histórico de la ciudad de Valparaíso, Chile. Este caso de estudio se caracteriza por su singular entorno urbano, donde predominan los sistemas estructurales compuestos por muros de entramados de madera y mampostería. Los modelos numéricos se utilizan para analizar diferentes configuraciones estructurales de los edificios de entramado de madera y mampostería localizados en tres barrios históricos del centro de la ciudad de Valparaíso. Este estudio examina diferentes configuraciones estructurales que difieren en la organización de los sistemas resistentes, número de plantas y la presencia de irregularidades estructurales. La siguiente etapa de esta investigación propone una calibración preliminar del Método del Índice de Vulnerabilidad (MIV) para edificios de entramado de madera y mampostería. Una nueva ficha de vulnerabilidad se calibra en base a una investigación numérica y en la aplicación del Método N2 para determinar el rendimiento sísmico de los edificios. Esta tesis culmina con un estudio prospectivo de la vulnerabilidad sísmica aplicando el MIV a 111 edificios ubicados en tres barrios del centro histórico de Valparaíso. Esta incluye dos de las principales rutas de evacuación de la ciudad en caso de tsunami y alberga diferentes tipologías de edificios patrimoniales, hechos de entramados de madera, mampostería y hormigón armado. Los resultados obtenidos se utilizan para crear mapas de vulnerabilidad sísmica en el entorno GIS que pueden utilizarse para llevar a cabo planes futuros para la implementación de estrategias de mitigación de la vulnerabilidad.
Ferreira, Nélia Lopes. "Evaluation of the structural capacity of historical constructions." Master's thesis, Universidade de Aveiro, 2016. http://hdl.handle.net/10773/17986.
Full textAs construções históricas são uma parte importante do património mundial construído, símbolos arquitetónicos das cidades, países e culturas. Os museus, monumentos, castelos, igrejas, catedrais, entre outros, são edifícios e locais que oferecem experiências únicas tornando-se difusores de conhecimento. Estes edifícios históricos são alvo da comunidade turística que representa recursos económicos importantes. Por estas razões, a sociedade realiza grandes esforços técnicos e económicos para a conservação e valorização do seu património histórico. Ao longo do tempo, desde a sua construção até aos dias de hoje, um edifício histórico é exposto a diversos fatores que afetam o seu estado de conservação tais como, a degradação e envelhecimento do material, alterações arquitetónicas, desastres naturais com grandes períodos de retorno, destruição causada por algum tipo de conflito, ações de reabilitação e reforço, entre outros. Assim, a avaliação de construções históricas é um tópico que detém alguma preocupação, não só do ponto de vista da preservação do património, mas também pela segurança estrutural e durabilidade dos edifícios ao longo do tempo. A análise estrutural é bastante importante para a identificação do motivo pela qual os edifícios exibem danos e deformações e também para compreender o seu efeito no equilíbrio estrutural do edifício. Através de uma abordagem correta e apropriada é possível avaliar a capacidade estrutural de um edifício histórico e definir e validar uma futura estratégia de reabilitação, tentando assim recuperar e manter o comportamento da estrutura original. O principal objetivo desta dissertação é avaliar a capacidade estrutural de duas construções históricas, a Catedral de Palma de Mallorca (Mallorca, Espanha) e um edifício de alvenaria que faz parte do complexo do Castelo de São Jorge (Lisboa, Portugal). Para os casos de estudo apresentados realizou-se modelação numérica recorrendo a diversos softwares de elementos finitos, desenvolvendo um estudo paramétrico para compreender a influência das propriedades dos materiais no comportamento global de uma estrutura e ainda se definiram e analisaram diferentes estratégias de reabilitação.
The historical constructions are an important part of the world built heritage, architectural valued symbols of their cities, countries and cultures. Museums, monuments, castles, churches, cathedrals, among others, are buildings and sites that offer unique experiences as centres of knowledge. These historical buildings are the target of the tourist community which represent important economic resources. For these reasons, the society holds great technical and economical effort for the conservation and value of their historical heritage. Overtime, since their construction until the present day, a historical building is exposed to several factors that could affect their state of conservation such as, the material degradation and aging, architectural alterations, natural disasters with high return periods, destruction in occasion of conflicts, retrofitting actions, amongst others. Therefore, the assessment of historical constructions is a concerning subject, not only from the heritage safeguarding point of view, but also from the structural safety and durability over time. The structural analysis is of full importance to identify the origin of existing damage and deformations and their effect on the durability of the structure. With the correct and appropriate approach, it is possible evaluate the structural capacity of the historical construction in analysis and define/validate future rehabilitation strategies, strengthening and maintaining an improved behaviour of the original structure. The main focus of this dissertation is to evaluate the structural capacity of two historical constructions, the Palma Mallorca Cathedral (Spain) and one-story masonry arched building of the Castelo of São Jorge complex (Lisbon, Portugal). For these case studies were performed numerical modelling resourcing to different finite element software’s, developing a parametric study to understand the influence of the material properties on the overall behaviour of the structures, as well as proposing and analysing retrofitting strategies.
Peterson, Viktor, and Zihao Wang. "Cross-comparison of Non-Linear Seismic Assessment Methods for Unreinforced Masonry Structures in Groningen." Thesis, KTH, Betongbyggnad, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-289386.
Full textTan, Mustafa Tumer. "Seismic Strengthening Of A Mid-rise Reinforced Concrete Frame Using Cfrps: An Application From Real Life." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12610562/index.pdf.
Full textmer M.S., Department Of Civil Engineering Supervisor: Prof. Dr. Gü
ney Ö
zcebe Co-Supervisor: Assoc. Prof. Dr. BariS Binici May 2009, 162 pages FRP retrofitting allows the utilization of brick infill walls as lateral load resisting elements. This practical retrofit scheme is a strong alternative to strengthen low to mid-rise deficient reinforced concrete (RC) structures in Turkey. The advantages of the FRP applications, to name a few, are the speed of construction and elimination of the need for building evacuation during construction. In this retrofit scheme, infill walls are adopted to the existing frame system by using FRP tension ties anchored the boundary frame using FRP dowels. Results of experiments have previously shown that FRP strengthened infill walls can enhance lateral load carrying capacity and reduce damage by limiting interstory drift deformations. In previous, analytical studies, a detailed mathematical model and a simplified version of the model for compression struts and tension ties was proposed and verified by comparing model estimations with test results. In this study, an existing 9-storey deficient RC building located in Antakya was chosen to design and apply a hybrid strengthening scheme with FRPs and reduced number of shear walls. Linear elastic analysis procedure was utilized (force based assessment technique) along with the rules of Mode Superposition Method for the reftrofit design. FRP retrofit scheme was employed using the simplified model and design was conducted such that life safety performance criterion is satisfied employing elastic spectrum with 10% probability of exceedance in 50 years according to the Turkish Earthquake Code 2007. Further analytical studies are performed by using Modal Pushover and Nonlinear Time-History Analyses. At the end of these nonlinear analyses, performance check is performed according to Turkish Earthquake Code 2007, using the strains resulting from the sum of yield and plastic rotations at demand in the critical sections. CFRP retrofitting works started at October 2008 and finished at December 2008 for the building mentioned in this study. Eccentric reinforced concrete shearwall installation is still being undertaken. All construction business is carried out without evacuation of the building occupants. This project is one of the first examples of its kind in Turkey. Keywords: CFRP, Carbon Fiber Reinforced Polymers, Masonry Infill Walls, Reinforced Concrete Infill Walls, Mid-Rise Deficient Structures, Turkish Earthquake Code 2007, Modal Pushover Analysis, Nonlinear Time History Analysis, Linear Elastic Building Assessment
Lundgren, Mårtensson Linda, and Ioannou Stephanie Björkman. "Arbetsgång efter brand i en kulturhistorisk byggnad : Med fokus på återställandet av konstruktionen." Thesis, KTH, Byggteknik och design, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-259905.
Full textIn current situation [2019], Sweden is failing to provide preparatory plans for possible fire accidents in buildings with cultural-historical value. Because fire accidents on monumental buildings do not occur frequently, there is no standardized method on how to manage the restoration after the accident in a productive and sustainable manner. Purpose of the report is to produce a simplified standardized and measurable work process on how to improve arrangements during a fire accident on monumental buildings, where preventive measures, improvements during fire process and restoration of the building are included. The report is written with the aim of preserving good social sustainability and for preserving the Swedish cultural heritage for the future. The goal when restoring a cultural-historical heritage building is to maintain the classical appearance and to preserve the traditional and original condition. The main object reviewed is the cultural heritage building Kasern II on Skeppsholmen together with two more reference objects. The main object, where the fire accident takes place in September 2016, is today [2019] being restored after extensive moisture damage from the extinguishing work and fire damage to the material which was exposed to high temperature. Part of the standardized process is to describe how the choice of extinguishing agent can determine the extent of moisture damage to the material of the building and how pollution from the extinguishing agent and fire residues affect the neighboring environment from a sustainable point of view. Preventive fire protection and desirable fire protection after restoration work are also included. The report materially presents bricks and wood, which most often constitute the supporting structure and the floor structure of a cultural-historical building. By observing how wood materials and masonry react at high temperature and humidity, an assessment is made whether these materials can be decontaminated and reused or need to be discarded. In addition, with focus on restauration of the construction, decontamination methods for removal of fire odor and microbiological growth on wood materials are studied. Goal when restoring a building with cultural heritage is to maintain the traditional construction, therefore the solid brick and wooden beams are to be remedied to the extent required to preserve them. The choice of fire protection installations varies depending on the building's design and purpose. An example is the installation of sprinklers, which is a tradeoff between the risk of fire and the risk of possible moisture damage in the event of fire. Compressed air foam system [CAFS] is the extinguishing equipment used during extinguishing work on Kasern II which, compared to other extinguishing systems, emits less water therefore minimizing moisture damage. During the fire accident, updated drawings, documentation and action plans help the rescue service perform a functional extinguishing work. Bricks are resistant to fire as bricks are burned during manufacturing process. During a fire accident, bricks may crack if the sintering temperature is exceeded or in case of a rapid cooling during extinguishing work. Cracks can be restored with reinforcement on masonry. As cracks in brick are usually visible to the naked eye, bricks are reused if there is no visible physically damage to the material. The strength of wood material does not deteriorate when exposed to high temperature except in the burned part called char, which lies on the surface layer of the beam after fire exposure. The charring part can be mechanically planed away during sanitation. Mechanical planning is regarded as a relatively simple sanitation method and does not require any chemical environmentally impacting substances.
Book chapters on the topic "Masonry, pushover analysis, historical building"
Stefanoudakis, Dimitrios, and Eftychia Apostolidi. "Strengthening and Modernization of a Characteristic Masonry Building in Vienna, Austria." In Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures, 173–92. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.173.
Full textDi Ludovico, M., G. De Martino, A. Prota, G. Manfredi, and M. Dolce. "Damage Assessment in Italy, and Experiences After Recent Earthquakes on Reparability and Repair Costs." In Springer Tracts in Civil Engineering, 65–84. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-68813-4_4.
Full textAşıkoğlu, A., G. Vasconcelos, P. B. Lourenço, and A. Del Re. "Seismic response of an unreinforced masonry building with structural irregularity; Blind prediction by means of pushover analysis." In Brick and Block Masonry - From Historical to Sustainable Masonry, 1037–45. CRC Press, 2020. http://dx.doi.org/10.1201/9781003098508-147.
Full textMezzapelle, Pardo Antonio, and Stefano Lenci. "On the Assessment of the Seismic Vulnerability of Ancient Churches." In Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures, 794–830. IGI Global, 2015. http://dx.doi.org/10.4018/978-1-4666-8286-3.ch027.
Full textMezzapelle, Pardo Antonio, and Stefano Lenci. "On the Assessment of the Seismic Vulnerability of Ancient Churches." In Civil and Environmental Engineering, 1037–70. IGI Global, 2016. http://dx.doi.org/10.4018/978-1-4666-9619-8.ch045.
Full textGhiassi, B., D. V. Oliveira, E. Grande, and G. P. Lignola. "Pushover analysis of fiber-reinforced polymer-strengthened masonry." In Numerical Modeling of Masonry and Historical Structures, 629–57. Elsevier, 2019. http://dx.doi.org/10.1016/b978-0-08-102439-3.00017-8.
Full textBenedetti, Andrea, and Silvia Briccoli Bati. "Experimental pushover analysis of a model masonry bridge." In Structural Analysis of Historical Constructions: Anamnesis, Diagnosis, Therapy, Controls, 1458–64. CRC Press, 2016. http://dx.doi.org/10.1201/9781315616995-198.
Full textOrtega-G, E., J. C. Jiménez-Pacheco, J. A. Quinde, and H. A. García. "Macroelement model for nonlinear static pushover analysis of confined masonry walls with openings." In Brick and Block Masonry - From Historical to Sustainable Masonry, 924–32. CRC Press, 2020. http://dx.doi.org/10.1201/9781003098508-131.
Full textOliveira, Daniel V., Bahman Ghiassi, Reza Allahvirdizadeh, Xuan Wang, Gemma Mininno, and Rui A. Silva. "Macromodeling approach for pushover analysis of textile-reinforced mortar-strengthened masonry." In Numerical Modeling of Masonry and Historical Structures, 745–78. Elsevier, 2019. http://dx.doi.org/10.1016/b978-0-08-102439-3.00021-x.
Full textMilani, G., and M. Bruggi. "Simple homogenization-topology optimization approach for the pushover analysis of masonry walls." In Structural Analysis of Historical Constructions: Anamnesis, Diagnosis, Therapy, Controls, 1183–89. CRC Press, 2016. http://dx.doi.org/10.1201/9781315616995-160.
Full textConference papers on the topic "Masonry, pushover analysis, historical building"
Crespi, P., A. Franchi, P. Ronca, N. Giordano, M. Scamardo, G. Gusmeroli, and G. Schiantarelli. "From BIM to FEM: the analysis of an historical masonry building." In BIM 2015. Southampton, UK: WIT Press, 2015. http://dx.doi.org/10.2495/bim150471.
Full textMilani, Gabriele, and Marco Valente. "Safety assessment of historical masonry churches based on pre-assigned kinematic limit analysis, FE limit and pushover analyses." In INTERNATIONAL CONFERENCE OF COMPUTATIONAL METHODS IN SCIENCES AND ENGINEERING 2014 (ICCMSE 2014). AIP Publishing LLC, 2014. http://dx.doi.org/10.1063/1.4897818.
Full textCaprili, Silvia, Federico Mangini, and Walter Salvatore. "NUMERICAL MODELLING, ANALYSIS AND RETROFIT OF THE HISTORICAL MASONRY BUILDING “LA SAPIENZA”." In 5th 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, 2015. http://dx.doi.org/10.7712/120115.3429.1236.
Full textCroce, Pietro, Maria Luisa Beconcini, Paolo Formichi, Filippo Landi, Benedetta Puccini, and Vincenzo Zotti. "Seismic risk evaluation of existing masonry buildings: methods and uncertainties." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2509.
Full textAllahvirdizadeh, Reza, Daniel V. Oliveira, and Rui A. Silva. "In-Plane Seismic Performance of Plain and TRM-Strengthened Rammed Earth Components." In 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.2019.0924.
Full textKirilovica, Inta, and Margarita Karpe. "Chemical and physical investigations of historic mortars in St. John’s Church (Cesis, Latvia)." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.034.
Full textRamírez, Rafael, Nuno Mendes, and Paulo B. Lourenço. "Structural performance of the church of São Miguel de Refojos." In 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.2019.1576.
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