Log in

Relevant bibliographies by topics / Historic masonry

Contents

Journal articles
Dissertations / Theses
Books
Book chapters
Conference papers
Reports

Academic literature on the topic 'Historic masonry'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Historic masonry.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Historic masonry"

1

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

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Sejnoha, J., M. Sejnoha, J. Zeman, J. Sykora, and J. Vorel. "Mesoscopic study on historic masonry." Structural Engineering and Mechanics 30, no. 1 (September 10, 2008): 99–117. http://dx.doi.org/10.12989/sem.2008.30.1.099.

Full text

APA, Harvard, Vancouver, ISO, and other styles

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.

Full text

Abstract:

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 masonry building structures. In this paper, the development technology for the software is introduced, and the suitability of the software is verified through the application of the software in a real historic masonry building.

APA, Harvard, Vancouver, ISO, and other styles

4

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 (September 14, 2015): 391–400. http://dx.doi.org/10.3846/13923730.2014.914088.

Full text

Abstract:

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 presented experimental research involves the analysis of the heterogeneity (homogeneity) of mixed masonry of a church from the 17th century. The probabilistic model for masonry strength is developed on the basis of destructive and non-destructive testing of masonry units and mortar. It appears that the probabilistic approach leads to a design value by 75% higher than the deterministic approach.

APA, Harvard, Vancouver, ISO, and other styles

5

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.

Full text

Abstract:

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.

APA, Harvard, Vancouver, ISO, and other styles

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.

Full text

Abstract:

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.

APA, Harvard, Vancouver, ISO, and other styles

7

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.

Full text

Abstract:

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.

APA, Harvard, Vancouver, ISO, and other styles

8

Raongjant, Werasak, Meng Jing, and Ratchaneewan Kerdmongkon. "Behaviors of Historic Masonry Walls Retrofitted with GFRP under Axial Load." Advanced Materials Research 133-134 (October 2010): 959–64. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.959.

Full text

Abstract:

The purpose of this research is to determine the mechanical properties of historic masonry walls retrofitted with Glass Fiber Reinforced Polymer (GFRP) under axial load through experimental method. Four ancient masonry wall specimens were tested under axial load acted at the top surface. Two wall specimens were served as reference without retrofitting. The third wall was retrofitted with GFRP on full surface before loading. The forth wall was strengthened with three GFRP strips before loading. The behaviors of historic masonry walls in Thailand were particular because of their special bond manner and dimension. The tested results demonstrated that the bearing capacity of historic masonry walls was distinctly improved after GFRP strengthening.

APA, Harvard, Vancouver, ISO, and other styles

9

Schuller, M. P., R. H. Atkinson, and J. L. Noland. "Structural Evaluation of Historic Masonry Buildings." APT Bulletin 26, no. 2/3 (1995): 51. http://dx.doi.org/10.2307/1504485.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Capozucca, Roberto. "Experimental FRP/SRP–historic masonry delamination." Composite Structures 92, no. 4 (March 2010): 891–903. http://dx.doi.org/10.1016/j.compstruct.2009.09.029.

Full text

APA, Harvard, Vancouver, ISO, and other styles

More sources

Dissertations / Theses on the topic "Historic masonry"

1

Theodossopoulos, Dimitrios. "Structural behaviour of historic masonry cross vaults." Thesis, University of Edinburgh, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.507519.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Karimian, Simin. "A computational modelling strategy for historic masonry structures." Thesis, University of Leeds, 2015. http://etheses.whiterose.ac.uk/9569/.

Full text

Abstract:

The inherent complexities of masonry structures make prediction of their life expectancy very challenging. Moreover, the combined actions of time-dependent defects in structures under sustained stress greatly influence the stability and safety of these structures. Consequently, it is very difficult to identify and simulate such defects in a realistic manner without the knowledge of, and access to, the mechanical properties of the constituent materials, the construction details and the long-term effects of weathering. As a result, it is difficult to make any accurate predictions of the long-term deformation, stability and safety of the historic masonry. This thesis describes a computational modelling strategy for the structural analysis of historic masonry structures subjected to static loading. The modelling strategy includes loss of section effects (caused by freeze-thaw action, salt crystallisation damage and exfoliation); creep and creep-induced cracking. The proposed strategy also includes the effects of reconstruction and repair. This approach should help those responsible for the operation and management of historic masonry structures to make better informed decisions about safety, stability and maintenance in the future. The computational strategy employs the finite element method, using an elastic-plastic constitutive law for masonry, to develop a computational tool using Abaqus software. The tool was used to predict the structural response of a tall solid brickwork pier of a multi-span Victorian former railway viaduct in Whitby, Northern England. The pier is known to have suffered from a loss of section caused by frost damage and parts of it have been repaired with replacement brickwork. The pier also has clear visible signs of vertical cracking in the regions above its foundation. As there are no signs of settlement, it has been assumed that these cracks have been induced by long-term creep effects. In spite of the inherent variability of masonry and the uncertainties in the material parameters and mechanical behaviour, quite good correlation was obtained between the crack patterns in the pier predicted using the computational tool and those observed in the real viaduct, thus, validating the strategy. The findings of this research allow for simple, flexible and reliable structural analysis of present state and predictions of future conditions of historic masonry structures.

APA, Harvard, Vancouver, ISO, and other styles

3

Valek, Jan. "Lime mortars in historic buildings." Thesis, University of the West of Scotland, 2000. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.311778.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Teomete, Egemen Aktaş Engin. "Finite element modeling of historical masonry structures;case study: Urla Kamanli Mosque/." [s.l.]: [s.n.], 2004. http://library.iyte.edu.tr/tezler/master/insaatmuh/T000494.pdf.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Guney, Bilge Alp. "Development Of Pozzolanic Lime Mortars For The Repair Of Historic Masonry." Phd thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614330/index.pdf.

Full text

Abstract:

The use of lime mortars with pozzolanic additives is of special importance for the repair of historic masonry. In this study, the effect of pozzolanic materials on the final characteristics of mortars was investigated. Metakaolin, fly ash and historic brick powder were used as pozzolanic materials in mortar mixes with varying binder:pozzolan:aggregate ratios. Historic mortar samples from rubble stone masonry of Kahta Castle, a medieval structure in close vicinity of the Nemrut Dag Monument, were also investigated to serve as a starting point for the preparation of repair mortars. Physical and physicomechanical tests, optical microscopy, chemical tests, SEM-EDX and XRD analyses were used to assess the properties of the historic mortars and repair mortars. Fat lime was found to be used in historic mortars with a high binder/aggregate ratio. They were observed to have relatively low density and high porosity with an average compressive strength of 7.4 MPa. Historic mortars were determined to have relatively high water vapour permeability and low water impermeability characteristics. In repair mortars setting was found to be predominantly due to carbonation along with pozzolanic reactions. However, abundant presence of stratlingite in mortars with added metakaolin indicated that the pozzolanic reactions preceded carbonation in those mortars. Use of pozzolanic materials increased the uniaxial compressive strength and modulus of elasticity of mortars compared with control samples. Using the same binder:pozzolan:aggregate ratio, highest increase was observed on mortars prepared with added fly ash at the end of 90 days. Durability parameters of repair mortars defined as wet to dry compressive strength were in the very good to excellent range according to Winkler&rsquo
s classification. By using fly ash, design of lime mortars with high water impermeability and high water vapour permeability characteristics was accomplished.

APA, Harvard, Vancouver, ISO, and other styles

6

De, Viti Caterina. "Historic Adobe Masonry Buildings in Portugal: Material Characterization and Numerical Modelling." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2018.

Find full text

Abstract:

Nel corso degli ultimi decenni, le costruzioni in terra cruda sono tornate al centro del dibattito tra architetti e ingegneri di tutto il mondo, non solo perché costituiscono una vasta porzione del patrimonio architettonico mondiale, ma anche perché rappresentano una valida alternativa nell’ambito della sostenibilità alle tradizionali tipologie costruttive. In Portogallo, fino alla metà del XX secolo, ebbero molta diffusione gli edifici realizzati in adobe, ovvero in muratura di mattoni in terra cruda. Ad oggi, molte di queste architetture, di cui alcune in stile Art Noveau di grande valore storico e artistico, si trovano in pessimo stato di conservazione. Risulta quindi fondamentale promuovere programmi di ricerca multidisciplinari finalizzati a fornire validi strumenti per il recupero e il rinforzo strutturale di questi edifici. In questo contesto, il presente studio ha come obiettivo quello di implementare la conoscenza delle proprietà della muratura in adobe e in particolare dei parametri di resistenza meccanica. A questo scopo, ho condotto test sperimentali su mattoni provenienti dalla città portoghese di Aveiro per meglio caratterizzare le proprietà e la natura del materiale. Nello specifico, ho analizzato campioni cubici di adobe tramite prova di assorbimento d’acqua, analisi della distribuzione granulometrica, calcimetria e diffrattometria a raggi X. Sono stati poi effettuati test di compressione assiale su dodici provini cubici di adobe con diversi tenori di umidità per verificare in che modo e in che misura la presenza di umidità influenzi il comportamento meccanico e la resistenza di questo materiale. Ho inoltre realizzato la calibrazione di un programma di modellazione numerica (Nastra In-Cad) e, nella parte finale della ricerca, lo stesso programma è stato utilizzato per prevedere il comportamento di porzioni murarie in adobe con diversi tenori di umidità, utilizzando i valori ottenuti dai test di compressione sperimentali.

APA, Harvard, Vancouver, ISO, and other styles

7

Kayan, Brit Anak. "Green maintenance for historic masonry buildings : a life cycle assessment approach." Thesis, Heriot-Watt University, 2013. http://hdl.handle.net/10399/2676.

Full text

Abstract:

This research establishes the concept of ‘Green Maintenance’ modelling for historic masonry buildings. It recognises the important role of maintenance and repair in reducing embodied carbon expenditure, thus minimising the Environmental Maintenance Impact (EMI) typically associated with the deterioration of external stone masonry walls. The model was developed using a mathematical framework, and it generated results described in terms of EMI. This model utilises life-cycle assessment (LCA) ‘cradle-to-site’ over a selected maintenance period. The work evaluates embodied carbon expenditure from different stone masonry wall repair techniques for historic masonry buildings during their maintenance phase. It was discovered that embodied carbon expenditure for these repair techniques are highly influenced by the number of maintenance interventions, longevity of repairs, total wall surface repaired (m2), the embodied carbon coefficient value (‘cradle-to-gate’) and kg/km emission factors (‘gate-to-site’) associated with materials and repair processes. Based on the EMI in terms of embodied carbon expenditure generated from the results of ‘Green Maintenance’, the efficiency of stone masonry wall repair techniques can be determined. This not only aids in maintenance decisions making processes, but also contributes in substantiating the philosophical defensibility and sustainability of interventions. In the broader sense, this model is not simply confined to masonry and will be of use to those entrusted with the repair of other elements and components.

APA, Harvard, Vancouver, ISO, and other styles

8

Kontrim, Kathryn L. "Seismic analysis of Fire Station No. One : a historic unreinforced masonry building /." Thesis, This resource online, 1996. http://scholar.lib.vt.edu/theses/available/etd-09042008-063734/.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Dinu, Popa Emil Alexandru. "The energetic retrofit of historic masonry buildings : focus on Central and Northern Europe." Research Showcase @ CMU, 2010. http://repository.cmu.edu/theses/54.

Full text

Abstract:

40% of the total energy consumed in Europe is consumed by building operation and usage (Itard, et al., 2008). In the temperate climate of central and northern Europe, a significant proportion of this consumption is attributed to building heating during the winter months. Although recent trends in European legislation favor an increase in thermal efficiency of building enclosures for new constructions, the majority of the building stock consists of buildings built to a lower standard of energy efficiency. Over 56 % of the building stock in the central and northern European countries was built before 1970, when the first building energy efficiency regulations were adopted across Europe (Itard, et al., 2008). Even if current regulations require significant energy efficiency measures (EnEV 2009 in Germany requires a maximum heating energy consumption of 50 kWh/m2a) and the trend is to increase the standards even more, a vast portion of the building stock will have been built to much lower standards. Retrofitting existing buildings represents thus a priority, if a significant reduction in energy usage for buildings is to be achieved. There is a great opportunity in tackling this problem, especially when keeping in mind the fact that most of these inefficient building require significant renovation measures, as the lifespan of their systems comes to an end The case of historic masonry buildings across Europe is especially relevant, as they pose special challenges related to the historic preservation of facades and even interiors. It is thus the aim of the present research to compile a set of principles and technologies that can be used for the thermal retrofit of historic buildings.

APA, Harvard, Vancouver, ISO, and other styles

10

Akevren, Selen. "Non-destructive Examination Of Stone Masonry Historic Structures-quantitative Ir Thermography And Ultrasonic Velocity." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12611673/index.pdf.

Full text

Abstract:

The in-situ examination of historical structures for diagnostic and monitoring purposes is a troublesome work that necessitates the use of non-destructive investigation (NDT) techniques. The methods of quantitative infrared thermography (QIRT) and ultrasonic testing have distinct importance in this regard. The key concern of the study was developing the in-situ use of QIRT for assessment of stone masonry wall sections having different sublayer(s) and failures. For that purpose, the non-destructive in-situ survey composed of QIRT and ultrasonic testing was conducted on a 16th century monument, Cenabi Ahmet PaSa Camisi, suffering from structural cracks, dampness problems and materials deterioration. The combined use of these two methods allowed to define the thermal inertia characteristics of structural cracks in relation to their depth. The temperature evolution in time during the controlled heating and cooling process was deployed for the cracks/defects inspection. The superficial and deep cracks were found to have different thermal responses to exposed conditions which made them easily distinguishable by QIRT analyses. The depth of cracks was precisely estimated by the in-situ ultrasonic testing data taken in the indirect transmission mode. The inherently good thermal resistivity of the wall structure was found to have failed due to entrapped moisture resulting from incompatible recent plaster repairs. The IRT survey allowed to detect the wall surfaces with different sublayer configurations due to their different thermal inertia characteristics. The knowledge and experience gained on the experimental set-ups and analytic methods were useful for the improvement of in-situ applications of QIRT and ultrasonic testing.

APA, Harvard, Vancouver, ISO, and other styles

More sources

Books on the topic "Historic masonry"

1

Repointing historic masonry. Edmonton, Alta: Alberta Culture and Multiculturalism, Historic Sites and Archives, 1992.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

2

Como, Mario. Statics of Historic Masonry Constructions. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-30132-2.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Como, Mario. Statics of Historic Masonry Constructions. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24569-0.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Como, Mario. Statics of Historic Masonry Constructions. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-54738-1.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Como, Mario. Statics of Historic Masonry Constructions. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

6

Mack, Robert C. Repointing mortar joints in historic masonry buildings. [Washington, D.C.?]: U.S. Dept. of the Interior, National Park Service, Culutral Resources, Heritage Preservation Services, 1998.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

7

Heritage masonry: Materials and structures. Southampton: WIT Press, 2014.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

8

Perry, Daniel K. A fine substantial piece of masonry: Scranton's historic furnaces. [Harrisburg, Pa.]: Pennsylvania Historical and Museum Commission, 1994.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

9

Mack, Robert C. Assessing cleaning and water-repellent treatments for historic masonry buildings. Washington: U.S. National Park Service, Cultural Resources, Heritage Preservation Services, 2000.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

10

Ireland. Dept. of the Environment, Heritage and Local Government. Ruins: The conservation and repair of masonry ruins. Dublin: Stationery Office, 2010.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

More sources

Book chapters on the topic "Historic masonry"

1

Forster, Alan M. "Masonry Repair Options and Their Philosophical Ramifications." In Historic Mortars, 197–206. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4635-0_15.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Mathias Manglitz, Julia E., K. Vance Kelley, and Mark Hodges. "Success and Failure in Applying ASTM Standards to the Evaluation and Rehabilitation of Historic Masonry Structures—A Case Study." In Masonry 2014, 152–81. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2014. http://dx.doi.org/10.1520/stp157720130139.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

Como, Mario. "Statics of Historic Masonry Constructions: An Essay." In Masonry Structures: Between Mechanics and Architecture, 49–72. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-13003-3_3.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Neuwald-Burg, Claudia, and Matthias Pfeifer. "Problems in the Assessment of the Stress-Strain Relationship of Masonry." In Historic Mortars, 343–57. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4635-0_27.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Uranjek, Mojmir, Vlatko Bosiljkov, Roko Žarnić, and Violeta Bokan Bosiljkov. "Lime Based Grouts for Strengthening of Historical Masonry Buildings in Slovenia." In Historic Mortars, 393–409. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4635-0_31.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

D'Ayala, Dina F. "Numerical Modelling of Masonry Structures." In Structures & Construction in Historic Building Conservation, 151–72. Oxford, UK: Blackwell Publishing Ltd, 2008. http://dx.doi.org/10.1002/9780470691816.ch9.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Groot, Caspar J. W. P., and Jos T. M. Gunneweg. "Choosing Mortar Compositions for Repointing of Historic Masonry Under Severe Environmental Conditions." In Historic Mortars, 143–54. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91606-4_11.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Apostolidi, Eftychia. "Masonry Buildings' Seismic Failures." In Characteristic Seismic Failures of Buildings, 59–148. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/sed016.059.

Full text

Abstract:

<p>Masonry structures are probably the most popular and ancient type of buildings all over the world. Easy access of its constitutive materials, which are basically stones, bricks, and mortar (which varies from region to region), makes masonry one of the everlasting construction methods from small residential buildings to the most important ancient and historic monuments. <p>Some masonry buildings have proved to be resistant structures even in seismic prone areas, due to some specific structural characteristics that have been observed throughout the years and after many destructive earthquakes. In this chapter, an effort will be made to refer to and describe the most characteristic deficiencies in unreinforced and reinforced masonry buildings under seis-mic actions. Design recommendations for new earthquake-resistant structures will follow, and some retrofitting and strengthening strategies for existing masonry buildings will be proposed.

APA, Harvard, Vancouver, ISO, and other styles

9

Groot, Caspar J. W. P., and Jos Gunneweg. "Two Views on Dealing with Rain Penetration Problems in Historic Fired Clay Brick Masonry." In Historic Mortars, 257–66. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4635-0_20.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Costigan, Adrian, and Sara Pavía. "Influence of the Mechanical Properties of Lime Mortar on the Strength of Brick Masonry." In Historic Mortars, 359–72. Dordrecht: Springer Netherlands, 2012. http://dx.doi.org/10.1007/978-94-007-4635-0_28.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Historic masonry"

1

Babaian, Peter M. "Historic Masonry Bridge Rehabilitation." In Structures Congress 2014. Reston, VA: American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413357.044.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Slaughter, Alan R. "Restoration of Historic Masonry Bridges." In Third National Congress on Civil Engineering History and Heritage. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40594(265)23.

Full text

APA, Harvard, Vancouver, ISO, and other styles

3

FIORITI, VINCENZO, IVAN ROSELLI, ANGELO TATÌ, and GERARDO DE CANIO. "HISTORIC MASONRY MONITORING BY MOTION MAGNIFICATION ANALYSIS." In SUSTAINABLE CITY 2017. Southampton UK: WIT Press, 2017. http://dx.doi.org/10.2495/sc170321.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Gentile, Carmelo, Marco Guidobaldi, and Antonella Saisi. "Structural health monitoring of a historic masonry tower." In 2015 IEEE Workshop on Environmental, Energy and Structural Monitoring Systems (EESMS). IEEE, 2015. http://dx.doi.org/10.1109/eesms.2015.7175872.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Sarhosis, Vasilis, Francesco Fabbrocino, Antonio Formisano, and Gabriele Milani. "SEISMIC VULNERABILITY OF DIFFERENT IN GEOMETRY HISTORIC MASONRY TOWERS." 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/10.7712/120117.5585.17918.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Chalioris, C., V. Tsioukas, M. Favvata, and C. Karayannis. "RECORDING HISTORIC MASONRY BUILDINGS USING PHOTOGRAMMETRY - TWO CASE STUDIES." In 4th International Conference on Computational 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, 2014. http://dx.doi.org/10.7712/120113.4602.c1597.

Full text

APA, Harvard, Vancouver, ISO, and other styles

7

Sykora, Miroslav, and Milan Holicky. "Compressive strength of deteriorated historic masonry based on measurements." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2014 (ICNAAM-2014). AIP Publishing LLC, 2015. http://dx.doi.org/10.1063/1.4912640.

Full text

APA, Harvard, Vancouver, ISO, and other styles

8

Colla, C., and Christiane Maierhofer. "Investigation of historic masonry via radar reflection and tomography." In 8th International Conference on Ground Penetrating Radar, edited by David A. Noon, Glen F. Stickley, and Dennis Longstaff. SPIE, 2000. http://dx.doi.org/10.1117/12.383535.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Cohen, James S. "Problems in the Repair of Historic Brick Masonry Buildings." In Structures Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)52.

Full text

APA, Harvard, Vancouver, ISO, and other styles

10

Lute, Marina. "SEISMIC REHABILITATION OF A HISTORIC BUILDING WITH MASONRY � WOODEN STRUCTURE." In 15th International Multidisciplinary Scientific GeoConference SGEM2015. Stef92 Technology, 2015. http://dx.doi.org/10.5593/sgem2015/b62/s27.074.

Full text

APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Historic masonry"

1

O'Neil, Edward F. Repair and Maintenance of Masonry Structures: Case Histories. Fort Belvoir, VA: Defense Technical Information Center, March 1995. http://dx.doi.org/10.21236/ada294186.

Full text

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!