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Relevant bibliographies by topics / Masonry

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Academic literature on the topic 'Masonry'

Author: Grafiati

Published: 4 June 2021

Last updated: 29 July 2024

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Journal articles on the topic "Masonry"

1

Podosokorsky, Nikolay N. "Fyodor Dostoevsky’s Masonic Environment." Dostoevsky and World Culture. Philological journal, no. 3 (2021): 215–37. http://dx.doi.org/10.22455/2619-0311-2021-3-215-237.

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For the first time are here presented to Dostoevsky scholars new facts concerning the masonic environment of the writer, who starting from his education in Chermak’s boarding school in 1834-1837 cultivated close relations of friendship with masons, some of them initiated even in 1840s (Apollon Grigorev), when masonry in Russia was officially forbidden, but nevertheless underground meetings continued. Reasons are given in support to the hypothesis, expressed for the first time by Tatiana Kasatkina in the middle of 1990s, of the possibility for Dostoevsky to have been a mason during the 1840s. Whether or not, direct references to masons and masonic symbolic in Dostoevsky’s oeuvre are impossible to explain (Uncle’s Dream, The Humiliated and the Insulted, The Adolescent, The Brothers Karamazov) if one ignores his interest for masonic teaching.

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Podosokorsky, Nikolay N. "Fyodor Dostoevsky’s Masonic Environment." Dostoevsky and world culture. Philological journal, no. 3 (2021): 215–37. http://dx.doi.org/10.22455/2541-7894-2021-3-215-237.

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For the first time are here presented to Dostoevsky scholars new facts concerning the masonic environment of the writer, who starting from his education in Chermak’s boarding school in 1834-1837 cultivated close relations of friendship with masons, some of them initiated even in 1840s (Apollon Grigorev), when masonry in Russia was officially forbidden, but nevertheless underground meetings continued. Reasons are given in support to the hypothesis, expressed for the first time by Tatiana Kasatkina in the middle of 1990s, of the possibility for Dostoevsky to have been a mason during the 1840s. Whether or not, direct references to masons and masonic symbolic in Dostoevsky’s oeuvre are impossible to explain (Uncle’s Dream, The Humiliated and the Insulted, The Adolescent, The Brothers Karamazov) if one ignores his interest for masonic teaching.

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Kiyasov, S. E. "The Last Masons of the Russian Empire." Izvestiya of Saratov University. History. International Relations 11, no. 2(2) (2011): 40–45. http://dx.doi.org/10.18500/1819-4907-2011-11-2-2-40-45.

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The article studies the topical question of the masonry movement history in Russia at the beginning of the 20th century. If particularly focuses on the activity of the political masonry, which participants were the heads of the leading parliamentary (The State Duma) parties. The author castigates the theory of “the Masonic plot” and makes the conclusion of the inevitable defeat of the Russian “free masons” in their pursuit for power.

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Berndtsson, Tim. "Frimureriets medier: Om 1700-talsfrimureriets mediering av hemligheter i tal, handskrift och tryck." Sjuttonhundratal 14 (December 19, 2017): 17–39. http://dx.doi.org/10.7557/4.4154.

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Masonic Media: On Mediation of Secrets in Speech, Handwriting and Print within Eighteenth Century Freemasonry.This article deals with 18th century Freemasonry as a platform for mediation of secrets. First it discusses different theoretical aspects that can be applied when studying the phenomenon of initiatory orders with communication in focus. But it also uses different masonic sources in order to investigate some of the techniques used to mediate secrets, most notably ciphers and hieroglyphs. Aligning myself with Linda Simonis’ system theoretical view of masonry, I show that masonry depended on a distinction between secret and disclosure in order to make new candidates pass from profane to initiate. In order to distribute – but also in a sense create – secrets, the masons made use of several techniques such as vows of silence, locked archives, ciphers and hieroglyphs which were used either to enclose information (at the level of the medium) or encode it (at the level of meaning). Through use of such techniques the masonic organisations – with their sharp borders between inside and outside – can itself be conceived as mediums for the “secret of masonry”. This in turn put masonry into opposition to the transparency ideal of the Enlightenment.

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Kiyasov, Sergey E. "Architects of New Masonry in England (1646–1723)." Izvestiya of Saratov University. History. International Relations 23, no. 3 (August 22, 2023): 350–56. http://dx.doi.org/10.18500/1819-4907-2023-23-3-350-356.

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The article is devoted to topical issues of the Masonic movement in England at the turn of the 17th–18th centuries. Particular attention is paid to the development of the New Masonry in England. The author analyzes the most pressing issues of the transformation of the national Masonic organization. The activities and views of the organizers of the New Masonry are considered.

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Yang, Xu, Mingming Jia, Bin Chi, Mingzhi Wang, and Jianfeng Zheng. "A Mesoscale Approach for Concrete Block Masonry." Advances in Civil Engineering 2022 (July 21, 2022): 1–10. http://dx.doi.org/10.1155/2022/5018645.

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A comprehensive understanding of the concrete block masonry’s mesostructure on its macroscopic mechanical behavior is meaningful for modern masonry. The mesoscale numerical method provides an extremely powerful analyzing tool for this problem. However, it is still difficult to analyze the mesomodel efficiently due to a large number of operating processes caused by the components’ nonlinear mechanical properties. An efficient finite-element-method-based mesoscale approach for concrete block masonry was introduced in this paper. The benchmark test results obtained show that this approach is able to simulate the concrete block masonry and analyze its failure. According to the simulation studies, a positive effect of mortar and concrete block strength on masonry compressive strength was obtained. Besides, an obvious nonlinear relationship between the masonry compressive strength and the mortar was also observed.

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Xu, Chun Yi, Ming Liu, and Bo Xu. "Experimental and Numerical Simulation Study on Compressive Performance of Autoclaved Fly Ash Perforated Brick Masonry Long Columns." Advanced Materials Research 243-249 (May 2011): 704–9. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.704.

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To study the influence of slenderness on the compressive bearing capacity of autoclaved fly ash perforated brick masonry long columns and provide experimental evidences for making corresponding technical code, compression tests were conducted on 9 autoclaved fly ash perforated brick masonrys long columns of different slenderness. The damage patterns and compression performance are analyzed. The experimental results indicate that compressive capacity decreases proportionally as slenderness increases and the proposed formula of axial compressive bearing capacity for autoclaved fly ash perforated brick masonry columns is given. The nonlinear FEA program ANSYS is also adopted to simulate the behaviors of masonry columns. By comparing results find that the simulated results agree well with the test ones, the rationality and applicability of the model are verified.

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Li, Wen Yang, Chun Juan Pan, and Yu Ming Men. "Failure Models of Buildings Affected by Xi’an Ground Fissure." Advanced Materials Research 168-170 (December 2010): 1513–17. http://dx.doi.org/10.4028/www.scientific.net/amr.168-170.1513.

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Based on surveys of buildings passing through ground fissures, failure and deformation characteristics of buildings are analyzed. Failure models of buildings under the influence of Xi’an ground fissures are proposed. By means of the simulations on PLASIX, taking for the f6 of ground fissures in Xi’an city, the variations of stress field and displacement field of the overlying soil layer which the normal fault qualitative ground fissures lead to are studied. It separately calculated out of the variation of the features of deformation, when brick masonry, block masonry and stone masonry act as solely material of the building. The total, vertical and horizontal deformation of buildings built of stone masonry are the largest and brick masonry’s deformations are the smallest. It is suggested that materials with small gravity density should be used for building materials.

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Beconcini, Maria Luisa, Pietro Croce, Paolo Formichi, Filippo Landi, and Benedetta Puccini. "Experimental Evaluation of Shear Behavior of Stone Masonry Wall." Materials 14, no. 9 (April 29, 2021): 2313. http://dx.doi.org/10.3390/ma14092313.

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The evaluation of the shear behavior of masonry walls is a first fundamental step for the assessment of existing masonry structures in seismic zones. However, due to the complexity of modelling experimental behavior and the wide variety of masonry types characterizing historical structures, the definition of masonry’s mechanical behavior is still a critical issue. Since the possibility to perform in situ tests is very limited and often conflicting with the needs of preservation, the characterization of shear masonry behavior is generally based on reference values of mechanical properties provided in modern structural codes for recurrent masonry categories. In the paper, a combined test procedure for the experimental characterization of masonry mechanical parameters and the assessment of the shear behavior of masonry walls is presented together with the experimental results obtained on three stone masonry walls. The procedure consists of a combination of three different in situ tests to be performed on the investigated wall. First, a single flat jack test is executed to derive the normal compressive stress acting on the wall. Then a double flat jack test is carried out to estimate the elastic modulus. Finally, the proposed shear test is performed to derive the capacity curve and to estimate the shear modulus and the shear strength. The first results obtained in the experimental campaign carried out by the authors confirm the capability of the proposed methodology to assess the masonry mechanical parameters, reducing the uncertainty affecting the definition of capacity curves of walls and consequently the evaluation of seismic vulnerability of the investigated buildings.

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Made Budiwati, Ida Ayu, and I. Ketut Sudarsana. "Flexural tests of masonry beam with and without reinforced bar." MATEC Web of Conferences 276 (2019): 01018. http://dx.doi.org/10.1051/matecconf/201927601018.

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Behaviour of reinforced masonry has been studied experimentally to determine its strength potential. The increase in either compressive or tensile strength of masonry is possible due to the existence of rebar or wire mesh. The research is carried out to determine the effect of steel rebar on flexural strength of reinforced masonry beam using local brick. The square hollow masonry beams of 330x330mm with and without reinforced bar were tested in the laboratory to determine the load and deflection curves and bending strength. The rebar was located at the centre of beam’s cross section and left unbounded. Mechanical properties of masonry’s constitute were also determined. It was found that the flexural strength of beams with rebar of 22 mm diameter was greater 11 times than that of beam without rebar. However, that strength was only 1.6 times due to the weaker end connections of the beam to the rebar. Flexural strength of reinforced masonry beam with 22 mm rebar was greater 2.7 times compared to the beam using a rebar diameter of 16 mm.

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Dissertations / Theses on the topic "Masonry"

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Jones, Doyle Michael. "Masonry ornament : applications of masonry construction in post-modern architecture." Thesis, Georgia Institute of Technology, 1987. http://hdl.handle.net/1853/24139.

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Cornick, Steven M. Carleton University Dissertation Engineering Civil. "MASON; a rule based damage assessment system for masonry walls." Ottawa, 1985.

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Ochsendorf, John Allen. "Collapse of masonry structures." Thesis, University of Cambridge, 2002. https://www.repository.cam.ac.uk/handle/1810/244820.

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This dissertation examines the collapse of masonry structures in response to large support displacements and horizontal ground accelerations. There are two main classes of masonry structure: arches that thrust, and supporting elements, such as walls and buttresses, which resist the thrust. This dissertation analyses the safety of arches and buttresses and identifies the resulting collapse mechanisms due to support displacements or horizontal accelerations. In particular, this research investigates the stability of a masonry arch supported on buttresses and the conditions necessary for collapse to occur. Engineers are frequently asked to determine the safety of masonry structures that have been severely distorted over the years, often due to subsidence or other long-term movements in the foundations, and this dissertation provides guidance in the assessment of such structures. The resistance of masonry buttresses to high-level horizontal loads is examined. In the case of failure due to overturning, a fracture will develop in the masonry, significantly reducing the resistance of the buttress. The capacity is further reduced by outward leaning of the buttresses, a common source of distress for masonry structures due to movements in the supporting foundations. Based on these considerations, new measures of safety are proposed for buttresses under horizontal loading. Outward leaning of the buttresses increases the span of the arch or vault. Spreading supports will cause large deformations in the arch, which increase the horizontal thrust of the arch and may lead to collapse. In addition, lateral ground accelerations can cause the collapse of arches. The influence of seismic action can be approximated to first order by equivalent static analysis to determine the initial collapse mechanism. These problems are analysed for circular masonry arches, and the collapse conditions are identified for various geometries. The findings are combined to investigate the stability of the masonry arch supported on buttresses. The safety of the system is examined by studying the influence of imposed displacements. As the buttresses lean, the thrust of the vault increases and the resistance of the buttress decreases. The collapse mechanisms are identified for both the static case of leaning buttresses and the dynamic case of horizontal acceleration. This analysis illustrates that the arch will collapse and the buttresses will remain standing in most cases. Based on these considerations, new methods are proposed for assessing the safety of masonry structures and determining the influence of future movements on the stability of existing masonry structures.

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Coombs, John M. "Enhancement of masonry curriculums through virtual laboratory experiments." Laramie, Wyo. : University of Wyoming, 2007. http://proquest.umi.com/pqdweb?did=1313919691&sid=1&Fmt=2&clientId=18949&RQT=309&VName=PQD.

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Boutin, Nathan D. (Nathan Daniel). "Seismic assessment of unreinforced masonry structures : an investigation of the Longfellow Bridge masonry piers." Thesis, Massachusetts Institute of Technology, 2009. http://hdl.handle.net/1721.1/50626.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2009.
Includes bibliographical references (leaf 40).
Infrastructure in the United States is comprised of numerous structures that are decades old. The Longfellow Bridge is one of the oldest pieces of this infrastructure that is still in use and has become one of the most historic structures of the Boston area. Currently, the steel superstructure of the bridge is in poor condition while the masonry piers and abutments remain in good condition. In the near future, a major replacement of the superstructure will be required. In order for the masonry elements to be approved for a renewed design life, they must be assessed for their ability to withstand seismic loads. This assessment presents an investigation of original construction documents and identifies critical components of the bridge that require more in depth analysis. It also shows a qualitative review of expected seismic activity for the region surrounding Boston. A review of current theory related to unreinforced masonry structures is introduced and analysis is then performed on critical wall sections. Specific ground motions are applied using both constant acceleration and impulse loadings to the structure. The results of the analyses reveal a need for further investigation into retrofitting schemes as there is not a sufficient factor of safety that exists with certain pier elements. Furthermore, a failure envelope is developed and presented for several types of impulse loads in order to serve as a basis for understanding the behavioral response to potential earthquake loading.
by Nathan D. Boutin.
M.Eng.

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Yao, Chicao. "Failure mechanisms of concrete masonry." Thesis, University of British Columbia, 1989. http://hdl.handle.net/2429/29323.

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The behaviour of concrete masonry under in-plane compression combined with out-of-plane bending was examined both experimentally and analytically. Ungrouted and grouted masonry, both fully bedded or face-shell bedded, were included in the study. It was found that the masonry under the above stated loading conditions may suffer loss of capacity either due to splitting or shear type of material failure, or by instability. Different loading conditions yield different failure mechanisms, which in turn correspond to different apparent strengths. Theoretical developments are presented leading to estimates of capacity for each of these cases. An extensive experimental program involving 104 masonry prism specimens, was conducted to assist and to verify these analyses. Theoretical developments include those directed to explain splitting failure phenomena, to investigate the mortar joint effect, the deformation compatibility of grouted masonry, and to examine the slenderness of tall masonry wall. Experimental measurements and observations made on the specimens include capacity, deformation and failure pattern.
Applied Science, Faculty of
Civil Engineering, Department of
Graduate

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7

Ushaksaraei, Reza. "Numerical analysis of structural masonry /." *McMaster only, 2002.

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8

Shi, Ya-Nan. "Dynamic behaviour of masonry structures." Thesis, University of Bath, 2017. https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.715270.

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Masonry structures are especially vulnerable to earthquakes. Previous studies have focused mostly on their mechanical characteristics, while masonry structures vary greatly in terms of structural and material properties. This thesis aims to present the post-crack dynamic behaviour of masonry structures on mechanism. Systematic studies, including pseudo-static experiments, shaking-table experiments and mathematical modelling, were carried out. In the pseudo-static experiments, scaled masonry walls with different geometric forms, bond types and corner connections were tested. The static-phase in-plane and out-of-plane damage mechanisms of masonry walls were classified. Their load factors and the influence of structural configurations were discussed. Experimental load factors are compared with theoretical ones derived from a limit-analysis procedure. The shaking-table experiments successfully captured the dynamic-phase response mechanisms. Three 3D dry masonry models were tested according to sinusoidal excitation based on either constant amplitudes or constant peak accelerations. Conclusions on the dynamic behaviour of the masonry structure were presented. The experimental basis for the theoretical model was presented. The influence of structural configuration and excitation figure were clarified. The critical factors were clarified as being the excitation frequency and L/H ratio of the façade. The consistent damage behaviour variations arising from these two factors were analyzed. A nonlinear dynamic mathematical model for the rocking of the masonry façade was developed, using a two-rigid-body model. The loads and frictional force on the top were included, with a horizontal excitation being applied. Assumptions of rigid ground, inelastic impact and point contact were applied. Six possible patterns were defined. The rocking, the impact and the possible transitions were formulated. Models in the shaking-table experiments were simulated to evaluate this model. Parametric studies were performed and future works were recommended.

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Lau, Wanda W. "Equilibrium analysis of masonry domes." Thesis, Massachusetts Institute of Technology, 2006. http://hdl.handle.net/1721.1/34984.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Architecture, 2006.
This electronic version was submitted by the student author. The certified thesis is available in the Institute Archives and Special Collections.
Includes bibliographical references (p. 121-123).
This thesis developed a new method to analyze the structural behavior of masonry domes: the modified thrust line analysis. This graphical-based method offers several advantages to existing methods. It is the first to account for the ability of domes to achieve a range of internal forces, gaining potentially an infinite number of equilibrium solutions that could not be derived otherwise. This method can also analyze non-conventional axisymmetrical dome geometries that are difficult or impossible to analyze with existing methods. Abiding by limit state conditions and the principles of the lower bound theorem, the modified thrust line method was used to ascertain the theoretical minimum thrust of spherical and pointed domes, a parameter that was previously unsolved. Several methods to estimate minimum thrust to-weight ratio were provided. For spherical domes, this ratio may be estimated as -0.583[alpha] + 1.123; for pointed domes, the estimated ratio is 0.551[delta] -1.061[delta]/[alpha] -0.615[alpha] + 1.164, where [alpha] and [delta] are the embrace and truncating angles, respectively.
(cont.) From the results, salient relationships between minimum thrust and dome geometry were derived, including an inverse relationship between the minimum thrust and the thickness-to-radius ratio, angle of embrace, and, for pointed domes, the truncation angle of the crown for a constant angle of embrace. The capabilities of the modified thrust line method were demonstrated in two masonry dome case studies that existing methods could not successfully analyze. The potential of this method to predict the ultimate load capacity of masonry domes was also explored. The method overpredicted the capacity of two small-scale masonry domes loaded to failure by a concentrated applied load at the crown; however the small size of the domes compared to real-world domes suggested that scale effects may have influenced their behavior. Finally, interactive geometry programs of the modified thrust line method and other existing graphical analysis methods were created to disseminate these illustrative tools to understanding the structural behavior of masonry domes.
by Wanda W. Lau.
S.M.

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Membreño, Mark Bryant. "Seismic resiliency using confined masonry :." Thesis, Massachusetts Institute of Technology, 2016. http://hdl.handle.net/1721.1/104240.

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Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2016.
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 59-60).
Earthquakes throughout the world can be devastating catastrophes, especially in developing nations. Confined masonry (CM) structures have proven to be a viable solution for seismic resiliency in the unique restraints and conditions of developing nations. CM provides benefits of increased shear capacity with smaller concrete frame members that provides economic benefit as well. However, the behavior of CM is highly non-linear during a seismic event and requires expertise to correctly model and analyze structures. A need for simplified guidelines are required for successful implementation of CM as a low cost solution for developing nations. The study parameterizes a simplified procedure for the design of CM buildings that takes into account irregularities and torsional effects in order to provide a tool to aid in the development of simplified design guidelines for CM. Different building configurations are sampled in geometric and material studies to provide recommendations for the design guidelines. The design guidelines are developed for the context of the Kathmandu Valley in Nepal to aid in their reconstruction efforts following the 2015 Gorkha earthquake. The parameters can be easily changed according to the country location to develop similar guidelines. Then a prototypic study on school buildings will show the structural and economic benefit of CM structures. Building shape typologies (L-, T-, and C-shaped plans) are explored in the geometric study. In the context of Nepal, only 3 story buildings have significant torsional effects. Design guidelines are recommended based on the building plan parameters. The material study aids in the understanding of the influence of wall thickness and brick strength. In the study, the increase in wall thickness and masonry compressive strength does decrease the utilization of the structure. However, there is a diminishing return and a limit on amount of improvement with the increase of both parameters. In an effort to contribute to the school sector as well, a prototypic study of approved school designs from Nepal is performed. While the approved school designs are for other material types (RC frame with brick infill, stone and mud, earthbag, etc.), the proposed architectural layout is maintained and analyzed as CM. Then the designs are compared with the same layout but a more economical design in CM. Saving in material quantities for the school building, the study shows that CM provides superior economic and structural benefits.
by Mark Bryant Membreño.
M. Eng.

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Books on the topic "Masonry"

1

Trimble, Brian E., and Joseph H. Brisch, eds. Masonry. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2008. http://dx.doi.org/10.1520/stp1496-eb.

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1963-, Trimble Brian, ed. Masonry. West Conshohocken, PA: ASTM, 2008.

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Books, Time-Life, ed. Masonry. Alexandria, Va: Time-Life Books, 1996.

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H, West H. W., and British Masonry Society, eds. Masonry. Stoke-on-Trent: British Masonry Society, 1986.

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G, Parkinson, and Curtins Consulting Engineers, eds. Masonry. London: Thomas Telford, 1996.

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Press, Taunton, ed. Masonry. Newtown, Conn: Taunton Press, 1997.

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Krogstad, Norbert V., and W. Mark McGinley, eds. Masonry 2018. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2018. http://dx.doi.org/10.1520/stp1612-eb.

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Tate, Michael J., ed. Masonry 2014. 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959: ASTM International, 2014. http://dx.doi.org/10.1520/stp1577-eb.

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Kolkoski, Rynold V. Masonry estimating. Addison, Ill: Aberdeen Group, 1995.

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Amrhein, James E. Masonry veneer. Los Angeles, Calif: Masonry Institute of America, 1987.

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Book chapters on the topic "Masonry"

1

Proske, Dirk, and Pieter van Gelder. "Masonry Masonry Strength Strength masonry Masonry strength." In Safety of historical stone arch bridges, 165–97. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-540-77618-5_4.

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Ferreira, João Gomes. "Masonry." In Bioclimatic Architecture in Warm Climates, 351–69. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-12036-8_13.

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O’Brien, James J. "Masonry." In Construction Inspection Handbook, 323–35. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4615-6017-3_15.

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Moravánszky, Ákos. "Masonry." In Constructing Architecture, 23–55. Basel: Birkhäuser Basel, 2005. http://dx.doi.org/10.1007/3-7643-7666-x_3.

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O’Brien, James J. "Masonry." In Construction Inspection Handbook, 338–52. Boston, MA: Springer US, 1989. http://dx.doi.org/10.1007/978-1-4757-1191-2_13.

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Gooch, Jan W. "Masonry." In Encyclopedic Dictionary of Polymers, 446. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_7205.

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Islam, M. Rashad. "Masonry." In Civil Engineering Materials, 351–70. First edition. | Boca Raton, FL : CRC Press/Taylor & Francis Group, 2020.: CRC Press, 2020. http://dx.doi.org/10.1201/9780429275111-11.

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Miller-Johnson, Russ, and Robert Field. "Masonry." In Sustainability Guidelines for the Structural Engineer, 190–97. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/9780784411193.ch15.

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Mitchell, Charles F., and George A. Mitchell. "Masonry." In Building Construction and Drawing 1906, 90–151. London: Routledge, 2022. http://dx.doi.org/10.1201/9781003261476-3.

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Mitchell, Charles F., and George A. Mitchell. "Masonry." In Building Construction and Drawing 1906, 292–330. 4th ed. London: Routledge, 2022. http://dx.doi.org/10.1201/9781003261674-4.

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Conference papers on the topic "Masonry"

1

"Masonry Materials." In SP-147: Masonry in the Americas. American Concrete Institute, 1994. http://dx.doi.org/10.14359/4068.

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"Masonry in Peru." In SP-147: Masonry in the Americas. American Concrete Institute, 1994. http://dx.doi.org/10.14359/4389.

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"Structural Masonry in Costa Rica." In SP-147: Masonry in the Americas. American Concrete Institute, 1994. http://dx.doi.org/10.14359/4378.

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"Masonry Research in the Americas." In SP-147: Masonry in the Americas. American Concrete Institute, 1994. http://dx.doi.org/10.14359/4384.

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"Review of Masonry Construction in Columbia." In SP-147: Masonry in the Americas. American Concrete Institute, 1994. http://dx.doi.org/10.14359/4388.

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6

"Seismic Resistance and Design of Masonry Structures." In SP-147: Masonry in the Americas. American Concrete Institute, 1994. http://dx.doi.org/10.14359/4367.

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7

"Structural Design of Masonry Buildings: The Mexican Practice." In SP-147: Masonry in the Americas. American Concrete Institute, 1994. http://dx.doi.org/10.14359/4368.

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8

"Seismic Behavior and Earthquake-Resistant Design of Masonry Buildings in Chile." In SP-147: Masonry in the Americas. American Concrete Institute, 1994. http://dx.doi.org/10.14359/4379.

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9

"General Description of Systems and Construction Practices." In SP-147: Masonry in the Americas. American Concrete Institute, 1994. http://dx.doi.org/10.14359/4375.

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10

"Review of Masonry Construction in the United States of America." In SP-147: Masonry in the Americas. American Concrete Institute, 1994. http://dx.doi.org/10.14359/4377.

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Reports on the topic "Masonry"

1

Zhou, H., and P. Colombo. Solidification of low-level radioactive wastes in masonry cement. [Masonry cement-boric acid waste forms]. Office of Scientific and Technical Information (OSTI), March 1987. http://dx.doi.org/10.2172/6338376.

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2

Williams, Erin M., Stephen A. Akers, and Paul A. Reed. Laboratory Characterization of White Masonry Concrete. Fort Belvoir, VA: Defense Technical Information Center, September 2006. http://dx.doi.org/10.21236/ada456250.

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3

Korhonen, Charles J., Robert D. Thomas, and Edel R. Cortez. Increasing Cold Weather Masonry Construction Productivity. Fort Belvoir, VA: Defense Technical Information Center, August 1997. http://dx.doi.org/10.21236/ada330536.

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4

Fattal, S. G., and D. R. Todd. Ultimate strength of masonry shear walls:. Gaithersburg, MD: National Institute of Standards and Technology, 1991. http://dx.doi.org/10.6028/nist.ir.4633.

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5

Straube, J. F., K. Ueno, and C. J. Schumacher. Measure Guideline. Internal Insulation of Masonry Walls. Office of Scientific and Technical Information (OSTI), July 2012. http://dx.doi.org/10.2172/1219736.

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6

Ueno, Kohta. Analysis of Joint Masonry Moisture Content Monitoring. Office of Scientific and Technical Information (OSTI), October 2015. http://dx.doi.org/10.2172/1223631.

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7

Ueno, Kohta. Analysis of Joist Masonry Moisture Content Monitoring. Office of Scientific and Technical Information (OSTI), October 2015. http://dx.doi.org/10.2172/1226468.

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8

Mosalam, K., L. Glascoe, and J. Bernier. Mechanical Properties of Unreinforced Brick Masonry, Section1. Office of Scientific and Technical Information (OSTI), October 2009. http://dx.doi.org/10.2172/966219.

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9

Flanagan, R. D., R. M. Bennett, W. L. Fischer, and S. A. Adham. Masonry infill performance during the Northridge earthquake. Office of Scientific and Technical Information (OSTI), March 1996. http://dx.doi.org/10.2172/414625.

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10

Straube, J. F., K. Ueno, and C. J. Schumacher. Measure Guideline: Internal Insulation of Masonry Walls. Office of Scientific and Technical Information (OSTI), July 2012. http://dx.doi.org/10.2172/1048975.

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