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Dissertations / Theses on the topic 'Brick masonry structure'

Author: Grafiati

Published: 4 June 2025

Last updated: 1 August 2025

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1

Aktas, Yasemin Didem. "Technological Characteristics Of A Brick Masonry Structure And Their Relationship With The Structural Behaviour." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607814/index.pdf.

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The aim of this study is to investigate the physical and mechanical properties of construction materials in relation with the structural behaviour of a historic structure. Within this framework, the brick masonry superstructure of Tahir ile Zuhre Mescidi, a XIIIth century Seljuk monument in Konya was selected as case study. The study started with the determination of the basic physical (bulk density, effective porosity, water absorption capacity), mechanical (modulus of elasticity, uniaxial compressive strength), durability and pozzolanic properties of original brick and mortar by laboratory a

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2

Kopecký, Martin. "Průzkum a hodnocení zděné budovy zámečku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265736.

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This diploma thesis deals with the diagnostics of masonry structures. In the theoretical part of this thesis it is described the system of assessment of existing structures and then the assessment of existing masonry structures. The next chapter states the methods of survey of masonry structures, including evaluation. The practical part of the thesis deals with the survey of the building of a small castle. This survey includes a brief history of the castle building, the preliminary inspection of the building and the research of the supporting structure. The result of the survey is to determine

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3

Klopp, Gregory Mark. "Seismic design of unreinforced masonry structures /." Title page, contents and abstract only, 1996. http://web4.library.adelaide.edu.au/theses/09PH/09phk658.pdf.

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4

Aldemir, Alper. "A Simple Seismic Performance Assessment Technique For Unreinforced Brick Masonry Structures." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612418/index.pdf.

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There are many advantages of masonry construction like widespread geographic availability in many forms, colors and textures, comparative cheapness, fire resistance, thermal and sound insulation, durability, etc. For such reasons, it is still a commonly used type of residential construction in rural and even in urban regions. Unfortunately, its behavior especially under the effect of earthquake ground motions has not been identified clearly because of its complex material nature. Hence, the masonry buildings with structural deficiencies belong to the most vulnerable class of structures which h

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5

Erdogdu, Murat. "In Plane Seismic Strengthening Of Brick Masonry Walls Using Rebars." Master's thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/12610114/index.pdf.

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About half of the total building stock in Turkey is masonry type building. Masonry buildings in Turkey, especially in rural areas, are constructed without any engineering knowledge mostly by their own residents. They generally have heavy roofs. Masonry type buildings also have thick and heavy wall materials. Heavy roof and wall material generate large inertial forces in the case of an earthquake. Brittle failure of walls leads to total failure of whole system followed by sudden collapse of heavy roof. The aim of this thesis is to understand failure mechanisms of brick masonry walls, prevent th

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6

Basoenondo, Essy Arijoeni. "Lateral load response of Cikarang brick wall structures : an experimental study." Thesis, Queensland University of Technology, 2008. https://eprints.qut.edu.au/16685/1/Essy_Arijoeni_Basoenondo_Thesis.pdf.

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Despite their poor performance, non-standard clay bricks are commonly used in construction of low-rise buildings and rural houses in Indonesia. These clay bricks are produced traditionally in home industries. Indonesia is located in an active seismic region and many masonry buildings were badly damaged or collapsed during recent earthquakes. Such buildings are classified as non-engineered structures as they are built without using any proper design standard. Lateral load response of un-reinforced masonry walls is investigated in this research project, with the aim of better understanding the b

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7

Basoenondo, Essy Arijoeni. "Lateral load response of Cikarang brick wall structures : an experimental study." Queensland University of Technology, 2008. http://eprints.qut.edu.au/16685/.

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Despite their poor performance, non-standard clay bricks are commonly used in construction of low-rise buildings and rural houses in Indonesia. These clay bricks are produced traditionally in home industries. Indonesia is located in an active seismic region and many masonry buildings were badly damaged or collapsed during recent earthquakes. Such buildings are classified as non-engineered structures as they are built without using any proper design standard. Lateral load response of un-reinforced masonry walls is investigated in this research project, with the aim of better understanding the b

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8

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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9

ALFORNO, MARCO. "Investigation of the Role of Constructive Aspects on the Structural Response of Masonry Vaults." Doctoral thesis, Politecnico di Torino, 2021. http://hdl.handle.net/11583/2942120.

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10

Miranda, Larissa de Almeida. "Estudo do efeito do não preenchimento das juntas verticais e eficiência do graute na resistência da alvenaria estrutural de blocos cerâmicos." Universidade de São Paulo, 2012. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-10122012-090028/.

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No contexto do crescimento do processo construtivo em alvenaria estrutural, destaca-se o uso do bloco cerâmico consolidado com a criação de sua norma específica de projeto, execução e controle de obras, a NBR 15812, partes 1 e 2 (ABNT, 2010). Desde a difusão da alvenaria estrutural, mudanças nas técnicas construtivas vêm ocorrendo, como por exemplo, o não preenchimento das juntas verticais de assentamento dos blocos. Outra prática que tem sido utilizada é o grauteamento da alvenaria. No entanto, ainda não está estabelecido se o não preenchimento da junta vertical compromete o desempenho da alv

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11

Menegon, Julia. "Avaliação da suscetibilidade da alvenaria estrutural a danos por exposição a altas temperaturas com medidas de controle da dilatação." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2017. http://hdl.handle.net/10183/172027.

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A alvenaria estrutural é um dos mais antigos sistemas construtivos existentes. Atualmente estruturas em alvenaria encontram uma vasta aplicação em construções residenciais, sobretudo em obras de interesse social. No entanto, ao contrário das estruturas de concreto, cujo comportamento durante exposição ao fogo e sua resistência residual tem estudos e resultados amplamente disseminados, pouco se sabe a respeito do comportamento de estruturas de alvenaria submetidas à ocorrência de sinistros dessa natureza. Com a intensificação das preocupações acerca da segurança das edificações e de seus usuári

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12

Casadei, Martina. "Application of FRCM composites to masonry blocks manufactured with historical bricks: bond behaviour with and without salt contamination." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2019.

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The retrofitting interventions on historical masonry structures are still an open issue in the preservation field. Multiple aspects must be considered for the design of a strengthening intervention, such as compatibility and durability of materials. Fiber-reinforced composites with inorganic matrix (FRCM) have been recently proposed as a more compatible solution with respect to FRPs (fiber-reinforced polymers), but their application in aggressive environments is still a matter of investigation. In this study, the behaviour of historical masonry specimens subjected to salt conditioning and rei

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13

Noboa, Filho Salvador. "Sobre o emprego de tijolos e blocos de vedação com função estrutural em edificações de pequeno porte." Universidade Federal de São Carlos, 2007. https://repositorio.ufscar.br/handle/ufscar/4615.

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Made available in DSpace on 2016-06-02T20:09:06Z (GMT). No. of bitstreams: 1 DissSNF.pdf: 83688092 bytes, checksum: 795901afc6503528092007559e6e36a6 (MD5) Previous issue date: 2007-06-14<br>The small and medium size, ground or one floor constructions in the inner São Paulo state, specially the residential ones, are predominantly build with massive ceramic brick or structural function closure blocks without structural concrete (beam or columns). This is known as resistant masonry. This building way is not standardized in Brazil. It shows one similarity to structural masonry: the resistant mas

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14

Bakešová, Martina. "Stavební průzkum a diagnostika zděné konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227513.

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The aim of my master’s thesis is to develop a brief overview of the historical development of brick, diagnosis methodologies of masonry structures and their application in the practical part for evaluation of structural survey masonry, carried out at the Faculty of Philosophy, Masaryk University in Brno.

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15

Vítková, Barbora. "Stavební průzkum a diagnostika objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226968.

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The subject of this diploma thesis is the diagnostic survey of the masonry walls and the connecting bridge in the East Moat of Špilberk Castle. The thesis contains theoretical information about survey and diagnostics of building construction and then evaluation of diagnostic methods used for estimation of essential characteristics of masonry structures. In the practical part the diagnostic investigation of Špilberk Castle walls is processed. That includes determination of material characteristics of the studied structure. In the conclusion there is a suggestion of how to eliminate the structur

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16

Novotný, David. "Stavební průzkum, diagnostika a návrh rekonstrukce objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227624.

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The subject of this thesis is the diagnostic investigation of block A in the object at Rumiště 8, Brno. The work includes theoretical knowledge of technical surveys and diagnostic methods and their evaluation to identify the essential characteristics of masonry and timber structures. In the practical part is the diagnostic investigation processed. Part of the diagnostic investigation is the determination of material characteristics of the structure. At the end of the thesis is an assessment of the structure.

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17

Gali, S. "Investigation of Fiber Reinforced Cementitious Matrix Composite Wrapped Stack Bonded Brick Masonry under Compressive Load." Thesis, 2012. http://raiith.iith.ac.in/572/1/CE10M02.pdf.

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Masonry construction is the most ancient construction practice that is still in use in the modern era. Some of the existing masonry structures have survived for several hundreds of years. Most of the existing masonry structures were built using available knowledge or as per the available codes of practice. With passage of time these masonry structures are in need of restoration and strengthening as many of the structures have become part of cultural heritage with a high social value Brick masonry is composite material composed of two materials with different properties: stiffer clay bricks an

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18

Gumaste, Krishnakedar S. "Studies On Strength And Elasticity Of Brick Masonry Walls." Thesis, 2004. https://etd.iisc.ac.in/handle/2005/1229.

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19

Gumaste, Krishnakedar S. "Studies On Strength And Elasticity Of Brick Masonry Walls." Thesis, 2004. http://etd.iisc.ernet.in/handle/2005/1229.

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20

Matthana, Mohamed Hafez Saad. "Strength Of Brick Masonry And Masonry Walls With Openings." Thesis, 1996. https://etd.iisc.ac.in/handle/2005/1685.

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21

Matthana, Mohamed Hafez Saad. "Strength Of Brick Masonry And Masonry Walls With Openings." Thesis, 1996. http://etd.iisc.ernet.in/handle/2005/1685.

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22

Meoni, Andrea. "Smart brick for post-earthquake assessment of masonry buildings." Doctoral thesis, 2021. https://hdl.handle.net/2158/1294499.

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A wide part of the European built heritage consists of masonry constructions originally designed with very limited if not completely absent earthquake resisting criteria, exposing the structures to possible fragile collapse mechanisms during earthquakes. Therefore, it is evident that the evaluation of the health state of these types of buildings after a seismic event plays a fundamental role in the preservation of human life and the historical and cultural building heritage. Structural Health Monitoring (SHM) systems represent a possible solution to this problem by allowing the assessment of t

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23

Raghava, Ravi Teja Peri. "Studies on Mechanical Properties of Brick Masonry." Thesis, 2015. http://ethesis.nitrkl.ac.in/6884/1/613CE1006_RaghavaRaviTeja_MTR_2015.pdf.

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Brick masonry, a composite of brick units bound together with mortar, is widely used for building construction in India. Burnt clay bricks are commonly used in construction of masonry structures since many years. But with growing environmental concern for conservation of natural resources and disposal of fly ash, bricks made with fly ash are emerging as a substitute to burnt clay bricks for construction of masonry structures. The behaviour of masonry structure isdependent on the properties of its constituents such as brick units and mortar separately and together as a unified mass. Brick prope

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24

Sahu, Santosini. "Structural characterization and modelling of fly ash brick masonry." Thesis, 2021. http://ethesis.nitrkl.ac.in/10240/1/2021_PhD_SSahu_515CE1006_Structural.pdf.

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The disposal of fly ash is an environmental challenge globally, and the only viable solution for its mass disposal is its use in the construction industry, especially for brick production. Hence, recent times saw substantial growth in masonry structures using fly ash bricks in India, where coal-based power plants dominate the power sector. However, the performance of a masonry structure is dependent upon the properties of the bricks along with several other factors. Hence, the evaluation of fly ash brick properties is essential for quality masonry construction. The present research is an effor

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25

Gourav, K. "Studies On Compacted Stabilised Fly Ash Mixtures And Fly Ash Bricks For Masonry." Thesis, 2009. https://etd.iisc.ac.in/handle/2005/676.

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Fly ash is a waste product from thermal power plants where pulverised coal is used for the generation of electricity. Fly ash is being utilised in the blended cements, additive for concrete and manufacturing of concrete blocks and bricks. Fly ash-lime-gypsum bricks are being manufactured and marketed throughout the country. The literature review on fly ash-lime-gypsum (FALG) mixtures as intended to manufacture bricks or blocks for masonry applications indicates several gaps in understanding the various aspects of the technology. The present thesis is an attempt to understand the behaviour of c

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26

Gourav, K. "Studies On Compacted Stabilised Fly Ash Mixtures And Fly Ash Bricks For Masonry." Thesis, 2009. http://hdl.handle.net/2005/676.

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Fly ash is a waste product from thermal power plants where pulverised coal is used for the generation of electricity. Fly ash is being utilised in the blended cements, additive for concrete and manufacturing of concrete blocks and bricks. Fly ash-lime-gypsum bricks are being manufactured and marketed throughout the country. The literature review on fly ash-lime-gypsum (FALG) mixtures as intended to manufacture bricks or blocks for masonry applications indicates several gaps in understanding the various aspects of the technology. The present thesis is an attempt to understand the behaviour of c

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27

Preethi, R. K. "Studies on alkali activated compressed earth bricks for structural masonry." Thesis, 2020. https://etd.iisc.ac.in/handle/2005/4834.

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Earth based construction materials are acknowledged as low carbon and low embodied energy materials. The investigations dealt in the thesis were mainly focused on exploring the geopolymer and lime-ground slag binders for the stabilised compressed earth bricks. A brief summary of the literature review on geopolymer and lime-pozzolana binders is presented. The thesis work is mainly based on experimental investigations. The initial part of the thesis presents the results of the investigations on the geopolymer stabilised compressed earth specimens and the brick specimens. Locally available red so

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28

Uday, Vyas V. "Studies On Shear Bond Strength - Masonry Compressive Strength Relationship And Finite Element Model For Prediction Of Masonry Compressive Strength." Thesis, 2006. https://etd.iisc.ac.in/handle/2005/462.

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Masonry is a layered composite consisting of mortar and the masonry unit. Perfect bond between the masonry unit and the mortar is essential for the masonry to perform as one single entity in order to resist the stresses due to various loading conditions. Nature of stresses developed in the masonry unit and the mortar and the failure pattern of masonry subjected to compression greatly depends upon the relative stiffness of the masonry unit and the mortar. The thesis is focused on (a) some issues pertaining to masonry unit – mortar bond strength and its influence on masonry compressive strength,

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29

Uday, Vyas V. "Studies On Shear Bond Strength - Masonry Compressive Strength Relationship And Finite Element Model For Prediction Of Masonry Compressive Strength." Thesis, 2006. http://hdl.handle.net/2005/462.

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Masonry is a layered composite consisting of mortar and the masonry unit. Perfect bond between the masonry unit and the mortar is essential for the masonry to perform as one single entity in order to resist the stresses due to various loading conditions. Nature of stresses developed in the masonry unit and the mortar and the failure pattern of masonry subjected to compression greatly depends upon the relative stiffness of the masonry unit and the mortar. The thesis is focused on (a) some issues pertaining to masonry unit – mortar bond strength and its influence on masonry compressive strength,

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30

Latha, M. S. "Studies on Characteristics of Stabilized Soil Compacts for Structural Applications." Thesis, 2015. https://etd.iisc.ac.in/handle/2005/4502.

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Earth based construction materials are identified as green and low carbon materials. There are sustained R&D efforts in developing stabilised earth products for buildings and other structural applications. The thesis addresses some specific issues on the characteristics of stabilised soil compacts through an extensive experimental R&D work. Details of three types of stabilised soil products, brief review of literature and scope of the thesis are presented in chapter 1. Chapter 2 is on investigations pertaining to influence of soil grading on the characteristics of cement stabilised soil co

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