Relevant bibliographies by topics / Masonry Spandrels Pushover analysis

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  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers

Academic literature on the topic 'Masonry Spandrels Pushover analysis'

Author: Grafiati
Published: 4 June 2021
Last updated: 11 February 2022

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Journal articles on the topic "Masonry Spandrels Pushover analysis"

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Cundari, 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.

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Historical masonry buildings located in the Southern Italy are usually built with irregular stones joined with mortar with poor mechanical properties. Therefore, piers and spandrels ultimate resistance is not always well predicted by simplified formulas suggested by codes of practice, which typically are tailored to regular patterns. In this framework, we present a two-step numerical model –within the equivalent frame approach assumption– for the pushover analysis of in-plane loaded historical masonry walls constituted by an irregular assemblage of stones. In Step I, ultimate bending moment-sh
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Milani, G., K. Beyer, and A. Dazio. "Upper bound limit analysis of meso-mechanical spandrel models for the pushover analysis of 2D masonry frames." Engineering Structures 31, no. 11 (2009): 2696–710. http://dx.doi.org/10.1016/j.engstruct.2009.06.015.

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Salonikios, T., C. Karakostas, V. Lekidis, and A. Anthoine. "Comparative inelastic pushover analysis of masonry frames." Engineering Structures 25, no. 12 (2003): 1515–23. http://dx.doi.org/10.1016/s0141-0296(03)00118-4.

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Bocciarelli, Massimiliano, and Gaia Barbieri. "A numerical procedure for the pushover analysis of masonry towers." Soil Dynamics and Earthquake Engineering 93 (February 2017): 162–71. http://dx.doi.org/10.1016/j.soildyn.2016.07.022.

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Shehu, Rafael. "Implementation of Pushover Analysis for Seismic Assessment of Masonry Towers: Issues and Practical Recommendations." Buildings 11, no. 2 (2021): 71. http://dx.doi.org/10.3390/buildings11020071.

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Seismic assessment is a paramount issue and a valuable instrument towards the conservation of vulnerable structures in seismic prone regions. The past seismic events have highlighted the vulnerability of masonry towers that is exhibited by severe structural and nonstructural damages or even collapses. The preservation of existing structures, mainly focused on the built heritage, is emerging and imposing substantial enhancements of numerical methods, including pushover analysis approaches. The accuracy of the estimated seismic capacity for these structures is correlated with the assumed strateg
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Shrestha, Jagat Kumar. "Response Reduction Factor for Mansory Buildings." Nepal Journal of Science and Technology 19, no. 1 (2020): 196–203. http://dx.doi.org/10.3126/njst.v19i1.29802.

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Most of the seismic codes used today incorporate the nonlinear response of a structure by providing an appropriate response reduction factor so that a linear elastic force-based approach can be used in designs. This study focuses on evaluating the response reduction factor for masonry buildings with different mechanical properties, which are used in modern codes to scale down the elastic response of the structure. Using a similar frame-approach, a nonlinear static pushover analysis is carried out on the analytical models of masonry building in finite element analysis software SAP2000v20.0.0. T
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de Carvalho Bello, Claudia Brito, Daniele Baraldi, Giosuè Boscato, et al. "Numerical and Theoretical Models for NFRCM-Strengthened Masonry." Key Engineering Materials 817 (August 2019): 44–49. http://dx.doi.org/10.4028/www.scientific.net/kem.817.44.

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The shear behavior of masonry strengthened with natural fabric-reinforced cementitious matrix (NFRCM-strengthened masonry) is investigated through two different numerical models: a multi-layer model considering masonry and reinforcement as different materials and a multi-step homogenized model, where reinforced masonry is considered as a whole. The approaches are compared by performing nonlinear numerical pushover analysis with an increasing shear action applied to the panels. The parametric analysis shows the capacity and limits of both continuous diffused models – defined as a multi-or a sin
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Nanda, Radhikesh Prasad, and Subhrasmita Majumder. "Pushover Analysis of Base Isolated RC Frame Buildings With Masonry Infills." International Journal of Geotechnical Earthquake Engineering 10, no. 2 (2019): 18–31. http://dx.doi.org/10.4018/ijgee.2019070102.

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In the present article, the performance of base-isolated infilled frames is studied analytically. The seismic performances of four RC buildings, namely RC bare frame without isolator, RC bare frame with isolator, RC infilled frame without isolator, and RC infilled frame with isolator are analysed. The results show a decrease in base shear value and increase in time period due to base isolated buildings, while these parameters are reversely affected due to infills. The decrease in story drift for the base isolated buildings is in phase while considering infill. Also, it can be inferred that pla
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PENELIS, GR G. "AN EFFICIENT APPROACH FOR PUSHOVER ANALYSIS OF UNREINFORCED MASONRY (URM) STRUCTURES." Journal of Earthquake Engineering 10, no. 3 (2006): 359–79. http://dx.doi.org/10.1080/13632460609350601.

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Foti, Dora. "A new experimental approach to the pushover analysis of masonry buildings." Computers & Structures 147 (January 2015): 165–71. http://dx.doi.org/10.1016/j.compstruc.2014.09.014.

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Dissertations / Theses on the topic "Masonry Spandrels Pushover analysis"

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Marino, Salvatore. "Mechanical behaviour of composite spandrels in unreinforced masonry buildings." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2013. http://amslaurea.unibo.it/5951/.

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La presente tesi tratta il comportamento meccanico delle fasce di piano in muratura composite. Con tale termine ci si riferisce alle fasce di piano che hanno al di sotto un elemento portante in conglomerato cementizio armato, come ad esempio cordoli o solai. Assieme ai maschi murari, le fasce di piano costituiscono gli elementi portanti di una parete in muratura. Tuttavia, in caso di analisi sismica di un edificio in muratura, l’effetto fornito da tali elementi è trascurato e si considera solamente il contributo dei maschi murari. Ciò è dovuto anche alla scarsa conoscenza che ancora oggi si po
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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/.

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The thesis moves from the need of understanding how a historical building would behave in case of earthquake and this purpose is strongly linked to the fact that the majority of Italian structures are old ones placed in seismic sites. Primarily an architectural and chronological research is provided in order to figure out how the building has developed in time; then, after the reconstruction of the skeleton of the analyzed element (“Villa i Bossi” in Gragnone, AR), a virtual model is created such that the main walls and sections are tested according to the magnitude of expected seismic events
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Babini, Federica. "Application of an equivalent frame model for the analysis of typical Dutch masonry structures." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.

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A partire dal 1986, nell’Olanda settentrionale si sta verificando un incremento di fenomeni sismici superficiali di medio-bassa intensità. Siccome la zona è considerata a basso rischio sismico, tali fenomeni sono legati all’estrazione di gas nella regione Groningen situata a nord-est del paese, la quale rappresenta il più grande giacimento d’Europa. Di conseguenza, si sono verificati danni ingenti sulle strutture che sorgono in zona, che di fatto non erano state progettate per resistere a forze orizzontali legate all’accelerazione del suolo. Ricercatori, aziende e università sono stati coinvol
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Demirel, Ismail Ozan. "A Nonlinear Equivalent Frame Model For Displacement Based Analysis Of Unreinforced Brick Masonry Buildings." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612772/index.pdf.

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Although performance based assessment procedures are mainly developed for reinforced concrete and steel buildings, URM buildings occupy significant portion of building stock in earthquake prone areas of the world as well as in Turkey. Variability of material properties, non-engineered nature of the construction and difficulties in structural analysis of perforated walls make analysis of URM buildings challenging. Despite sophisticated finite element models satisfy the modeling requirements, extensive experimental data for definition of material behavior and high computational resources are nee
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Chen, Pengzhen. "Retrofitting performance of steel connectors in masonry: experimental study & numerical modelling." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2020.

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The multi-leaf wall is widely used in ancient masonry structures. The capacity is low due to the weak physical and mechanical properties of the infills and the weak adhesion between leaves. Out-of-plane instability is prone to occur under earthquakes, so it is necessary to reinforce the multi-leaf masonry structure. For experimental study, material characterization and a total number of 20 pull-out tests were carried out. The bond – slip curves of helical connectors inserted in masonry blocks were obtained. Linear regression analysis was performed. The FEA software ABAQUS was used for nu
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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.

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A large amount of low-rise unreinforced masonry structures (URM) can be foundin Groningen, the Netherlands. More and more induced earthquakes with shortduration have been detected in this region due to gas exploitation. Local unreinforcedmasonry (URM) buildings were initially not designed for withstanding seismicactions, so that unexpected damage may occur due to their vulnerability, raising insecurityamong residents. Existing low-rise masonry buildings in Groningen can bedivided into different categories based on their characteristics. Two types of residentialmasonry buildings that fulfil the
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Jiménez, 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.

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The seismic vulnerability of urban assets exposed to earthquake hazard represents a growing concern in the engineering field due to the potential risk of collapse for the buildings, and the associated devastating consequences for the inhabitants. This concern has led to the development of novel strategies for the assessment of the seismic vulnerability of the existing buildings. An accurate evaluation of the seismic vulnerability constitutes the point of departure for the implementation of the necessary mitigation strategies aimed at increasing the seismic resilience of the cities. Seismic v
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Tan, 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.

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SEISMIC STRENGTHENING OF A MID-RISE REINFORCED CONCRETE FRAME USING CFRPs: AN APPLICATION FROM REAL LIFE Tan, Mustafa T&uuml<br>mer M.S., Department Of Civil Engineering Supervisor: Prof. Dr. G&uuml<br>ney &Ouml<br>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 spe
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Ferreira, Nélia Lopes. "Evaluation of the structural capacity of historical constructions." Master's thesis, Universidade de Aveiro, 2016. http://hdl.handle.net/10773/17986.

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Mestrado em Engenharia Civil<br>As 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 d
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Susila, Gede Adi. "Experimental and numerical studies of masonry wall panels and timber frames of low-rise structures under seismic loadings in Indonesia." Thesis, University of Manchester, 2014. https://www.research.manchester.ac.uk/portal/en/theses/experimental-and-numerical-studies-of-masonry-wall-panels-and-timber-frames-of-lowrise-structures-under-seismic-loadings-in-indonesia(3ceb094b-4e6e-432a-b3de-3d4c306b0551).html.

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Indonesia is a developing country that suffers from earthquakes and windstorms and where at least 60% of houses are non-engineered structures, built by unskilled workers using masonry and timber. The non-engineered housing units developed in urban region are also vulnerable to seismic hazard due to the use of low quality of material and constructions method. Those structures are not resistant to extreme lateral loads or ground movement and their failure during an earthquake or storm can lead to significant loss of life. This thesis is concerned with the structural performance of Indonesian low
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Book chapters on the topic "Masonry Spandrels Pushover analysis"

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Mezzapelle, Pardo Antonio, and Stefano Lenci. "On the Assessment of the Seismic Vulnerability of Ancient Churches." In Civil and Environmental Engineering. IGI Global, 2016. http://dx.doi.org/10.4018/978-1-4666-9619-8.ch045.

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The chapter deals with the assessment of the seismic vulnerability of the “San Francesco ad Alto” historical masonry building, a former church located in Ancona (Italy), which is currently used as a Regional Headquarter of the Marche Region by the Italian Army. The interest toward this building comes from a double motivation. From the one side, it underwent a series of structural changes, including the addition of a new floor splitting in two levels the original nave, which makes the structure very peculiar and closer to a classical building than to a church. From the other side, it is no longer used as a church, a fact that changes the hazard aspects. The construction schematically consists of two masonry boxes overlapping, the lower being wider than the upper. It has various characteristic structural elements, such as some semicircular arches, segmental arches, timber floors, a barrel vault, some wooden trusses on the roof and steel ties in retention of the facade and of the external walls. The equivalent frame method is used, and several pushover analyses are performed. The seismic action has been defined considering the building both with strategic (current situation) and with ordinary (possible future situation) importance during earthquakes. The role of the masonry spandrels on the response of the structure has been investigated in depth and the main effects highlighted. The result of the pushover analyses is a seismic risk index (IR), that defines the safety level of the construction with respect to one ultimate limit state (SLU), in particular the so-called limit state of “saving life” (SLV).
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Mezzapelle, 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. IGI Global, 2015. http://dx.doi.org/10.4018/978-1-4666-8286-3.ch027.

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The chapter deals with the assessment of the seismic vulnerability of the “San Francesco ad Alto” historical masonry building, a former church located in Ancona (Italy), which is currently used as a Regional Headquarter of the Marche Region by the Italian Army. The interest toward this building comes from a double motivation. From the one side, it underwent a series of structural changes, including the addition of a new floor splitting in two levels the original nave, which makes the structure very peculiar and closer to a classical building than to a church. From the other side, it is no longer used as a church, a fact that changes the hazard aspects. The construction schematically consists of two masonry boxes overlapping, the lower being wider than the upper. It has various characteristic structural elements, such as some semicircular arches, segmental arches, timber floors, a barrel vault, some wooden trusses on the roof and steel ties in retention of the facade and of the external walls. The equivalent frame method is used, and several pushover analyses are performed. The seismic action has been defined considering the building both with strategic (current situation) and with ordinary (possible future situation) importance during earthquakes. The role of the masonry spandrels on the response of the structure has been investigated in depth and the main effects highlighted. The result of the pushover analyses is a seismic risk index (IR), that defines the safety level of the construction with respect to one ultimate limit state (SLU), in particular the so-called limit state of “saving life” (SLV).
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Benedetti, Andrea, and Silvia Briccoli Bati. "Experimental pushover analysis of a model masonry bridge." In Structural Analysis of Historical Constructions: Anamnesis, Diagnosis, Therapy, Controls. CRC Press, 2016. http://dx.doi.org/10.1201/9781315616995-198.

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Ghiassi, 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. Elsevier, 2019. http://dx.doi.org/10.1016/b978-0-08-102439-3.00017-8.

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Ortega-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. CRC Press, 2020. http://dx.doi.org/10.1201/9781003098508-131.

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Oliveira, 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. Elsevier, 2019. http://dx.doi.org/10.1016/b978-0-08-102439-3.00021-x.

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Nakamura, Y., H. Derakhshan, M. C. Griffith, and G. Magenes. "Is Modal Pushover Analysis accurate in estimating seismic demands for unreinforced masonry buildings with flexible diaphragms?" In Brick and Block Masonry. CRC Press, 2016. http://dx.doi.org/10.1201/b21889-31.

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Aşıkoğlu, 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. CRC Press, 2020. http://dx.doi.org/10.1201/9781003098508-147.

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Longo, F., G. Granello, G. Tecchio, F. da Porto, and C. Modena. "A masonry infill wall model with in-plane—out-of-plane interaction applied to pushover analysis of RC frames." In Brick and Block Masonry. CRC Press, 2016. http://dx.doi.org/10.1201/b21889-153.

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Milani, 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. CRC Press, 2016. http://dx.doi.org/10.1201/9781315616995-160.

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Conference papers on the topic "Masonry Spandrels Pushover analysis"

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Adhikari, Rohit Kumar, and Dina D'Ayala. "APPLIED ELEMENT MODELLING AND PUSHOVER ANALYSIS OF UNREINFORCED MASONRY BUILDINGS WITH FLEXIBLE ROOF DIAPHRAGM." In 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7189.19990.

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Olivito, Renato Sante, Saverio Porzio, Marco Francesco Funari, Carmelo Scuro, and Francesco Demarco. "A NUMERICAL-GEOMETRICAL METHODOLOGY TO REPRESENT OUT-OF-PLANE MECHANISMS OF UNREINFORCED MASONRY STRUCTURES BY USING PUSHOVER ANALYSIS." In 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.6995.18840.

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Milani, 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.

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Beconcini, Maria Luisa, Paolo Cioni, Pietro Croce, Paolo Formichi, Filippo Landi, and Caterina Mochi. "Influence of shear modulus and drift capacity on non-linear static analysis of masonry buildings." In IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0876.

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&lt;p&gt;In nonlinear static analysis of masonry buildings, the hysteric behaviour of masonry walls is commonly idealized through a bi-linear resistance envelope defined by the lateral stiffness of the wall, the ultimate shear resistance and the ultimate inter-storey drift. Therefore, it becomes fundamental to properly set the modulus of elasticity and shear modulus for masonry as well as to properly evaluate the drift capacity of the walls.&lt;/p&gt;&lt;p&gt;In the paper, the combined influence of shear modulus and drift capacity definition on the assessment of seismic performance of masonry
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Croce, 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. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2509.

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&lt;p&gt;Masonry structures represent a large part of existing buildings. As confirmed by the damage caused by recent seismic events, the assessment of seismic performance of existing masonry building is then a critical issue in Countries exposed to seismic risk. Moreover, common methods of analysis based on non-linear static approach are significantly influenced by the assumptions about the shear behavior of masonry walls and may lead to inconsistent or contradictory results.&lt;/p&gt;&lt;p&gt;Due to the relevance of the problem ad hoc studies have been performed to clarify how the most relev
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Allahvirdizadeh, 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. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0924.

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&lt;p&gt;Raw earth is one of the most widely used building materials and is employed in different techniques, among which adobe and rammed earth are the most common. The respective structural systems, like in masonry buildings, acceptably withstand against gravity loads, though they are significantly vulnerable to earthquakes. Moreover, a great percentage of the World’s population is still inhabited in such environments, which are endangered by future earthquakes. The current article investigates the seismic in-plane performance of an I-shaped rammed earth component by means of advanced nonlin
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