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Relevant bibliographies by topics / Historic masonry structures

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Journal articles

Academic literature on the topic 'Historic masonry structures'

Author: Grafiati

Published: 18 April 2022

Last updated: 10 March 2023

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Journal articles on the topic "Historic masonry structures"

1

Lourenço, Paulo B. "Computations on historic masonry structures." Progress in Structural Engineering and Materials 4, no. 3 (2002): 301–19. http://dx.doi.org/10.1002/pse.120.

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2

Witzany, Jiří, Tomáš Čejka, and Radek Zigler. "Load-Bearing Capacity Determination of Historic Masonry Structures." Advanced Materials Research 923 (April 2014): 81–84. http://dx.doi.org/10.4028/www.scientific.net/amr.923.81.

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The experimental, in-situ and laboratory research has manifested a relatively large variance of the physical and mechanical characteristics of historical masonry found e.g. within a masonry wall, a massive masonry pillar etc. Artical presents the evaluation of the experimentally determined physical and mechanical characteristics of masonry members and the binder obtained by sampling specimens and by non-destructive measurements relies on the application of appropriate probabilistic methods.

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3

Gu, Xiang Lin, Dong Jie Sun, Kai Sun, and Guang Hong Hu. "Development and Application of Reliability Assessment Software for Historic Masonry Structures." Advanced Materials Research 133-134 (October 2010): 1271–76. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.1271.

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Most of the existing historic buildings are masonry buildings in China. Among them, some of buildings have served for a long time, their mechanical performance deteriorated significantly. They need to be inspected thoroughly and assessed accurately for the purpose of protection. However, there is still no available engineering software designed for the reliability assessment of existing historic masonry structures. Therefore, a Masonry Assessment software Package with three modules of pre-processing, core analyzing, and post-processing was developed based on the characteristics of historic mas

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4

Dong, Zhen Ping, Cong Xia Hou, Xi Guang Liu, and Qing Lin Wang. "Durability Research on Masonry Structures of Historical Buildings in Xi’an Beilin Museum." Advanced Materials Research 250-253 (May 2011): 2428–34. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.2428.

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By the Xi'an Beilin Museum of Historic Buildings Survey durability of brick masonry and brick surface material X-ray diffraction analysis showed that the durability of historic buildings degradation of common brick, Environmental conditions and construction materials with different degree of degradation is a clear significant difference. According to the survey results, analysis of the durability of brick masonry deterioration of historic buildings causes and influencing factors, such as the future durability of brick masonry buildings to provide a reliable basis for restoration.

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5

D'Altri, Antonio Maria, Gabriele Milani, Stefano de Miranda, Giovanni Castellazzi, and Vasilis Sarhosis. "Stability analysis of leaning historic masonry structures." Automation in Construction 92 (August 2018): 199–213. http://dx.doi.org/10.1016/j.autcon.2018.04.003.

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6

Sýkora, Miroslav, and Milan Holicky. "Evaluation of Compressive Strength of Historic Masonry Using Measurements." Advanced Materials Research 923 (April 2014): 213–16. http://dx.doi.org/10.4028/www.scientific.net/amr.923.213.

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Historic structures are made of different types of masonry with significantly different properties. As a rule the information on mechanical properties of masonry components has to be obtained by testing. Estimation of masonry strength from measurements with due regard to relevant uncertainties may be a key issue of the reliability assessment. The probabilistic model of masonry strength is developed considering uncertainties in basic variables and testing procedures. It appears that the characteristics of masonry strength can be well estimated using fundamental statistical methods.

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7

WITZANY, Jiří, Tomáš ČEJKA, Miroslav SÝKORA, and Milan HOLICKÝ. "ASSESSMENT OF COMPRESSIVE STRENGTH OF HISTORIC MIXED MASONRY." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 22, no. 3 (2015): 391–400. http://dx.doi.org/10.3846/13923730.2014.914088.

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The majority of load-bearing masonry structures of historic buildings are built of mixed or stone masonry composed of regular or irregular (so-called quarry) masonry units – bricks, sedimentary and metamorphic rock – possessing often very different physical and mechanical characteristics. The identification of residual mechanical properties of stone or mixed masonry of irregular walling units requires the application of a suitable diagnostic method, the assessment of the phase of degradation processes and the choice of an appropriate probabilistic model for the strength of mixed masonry. The

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8

Ou, Weibing, Xudong Chen, Andrew Chan, Yingyao Cheng, and Hongfan Wang. "FDEM Simulation on the Failure Behavior of Historic Masonry Heritages Subjected to Differential Settlement." Buildings 12, no. 10 (2022): 1592. http://dx.doi.org/10.3390/buildings12101592.

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Historic masonry heritages, such as cathedrals, colonnades, and arch bridges, were constructed with individual components (e.g., stones, bricks, other materials) bound together with, e.g., mortar, and they are very vulnerable to foundation settlement, especially differential settlement which occurs frequently in engineering practice. These masonry structures are discontinuous, and therefore, their behavior under differential settlement is highly nonlinear and complex. In this study, the combined finite-discrete element method (FDEM) is employed to simulate the failure behavior of historic maso

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9

Triantafillou, Thanasis C., and Michael N. Fardis. "Strengthening of historic masonry structures with composite materials." Materials and Structures 30, no. 8 (1997): 486–96. http://dx.doi.org/10.1007/bf02524777.

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10

Papalou, Angeliki. "Strengthening of masonry structures using steel frames." International Journal of Engineering & Technology 2, no. 1 (2012): 50. http://dx.doi.org/10.14419/ijet.v2i1.581.

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Many old masonry structures have not been maintained properly and have been left exposed to future seismic loading with only their exterior masonry walls. These structures can be strengthened using different techniques with the reversible ones being more appropriate for historic structures. The seismic behavior of masonry buildings left only with their perimeter walls and retrofitted using steel frames (a reversible technique) is investigated. The role of the connection of the steel frames with the masonry walls is analyzed. Linear elastic analysis is performed using the finite element method.

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