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Relevant bibliographies by topics / Masonry – Testing – Mathematical models

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Academic literature on the topic 'Masonry – Testing – Mathematical models'

Author: Grafiati

Published: 4 June 2021

Last updated: 7 February 2022

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Journal articles on the topic "Masonry – Testing – Mathematical models"

1

Stara, Marie. "Testing of Pre-Stressing Masonry Wall with Using Different Thickness of Anchor Plates." Advanced Materials Research 1082 (December 2014): 211–15. http://dx.doi.org/10.4028/www.scientific.net/amr.1082.211.

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Contribution deals with experimental measurements of deformations in the place exposed to local load caused by additional pre-stressing. The measurements are made at the masonry brick corner built in the laboratory equipment. The laboratory equipment was designed at Faculty of Civil Engineering VŠB – TU Ostrava for measurement tri-axial stress-strain conditions in masonry. In this brick corner one pre-stressing bar is placed. And on the pre-stressing bar is anchored to the anchor plate which transfer pre-stressing forces to the masonry. The thickness of brick corner is 440mm and anchor plate

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Quinonez, Alvaro, Jennifer Zessin, Aissata Nutzel, and John Ochsendorf. "Small-Scale Models for Testing Masonry Structures." Advanced Materials Research 133-134 (October 2010): 497–502. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.497.

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Experiments may be used to verify numerical and analytical results, but large-scale model testing is associated with high costs and lengthy set-up times. In contrast, small-scale model testing is inexpensive, non-invasive, and easy to replicate over several trials. This paper proposes a new method of masonry model generation using three-dimensional printing technology. Small-scale models are created as an assemblage of individual blocks representing the original structure’s geometry and stereotomy. Two model domes are tested to collapse due to outward support displacements, and experimental da

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Jasiński, Radosław, and Iwona Galman. "Testing Joints between Walls Made of AAC Masonry Units." Buildings 10, no. 4 (2020): 69. http://dx.doi.org/10.3390/buildings10040069.

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Joints between walls are very important for structural analysis of each masonry building at the global and local level. This issue has often been neglected in the case of traditional joints and relatively squat walls. At present, the issue of wall joints is becoming particularly important due to the continuous drive for simplifying structures, introducing new technologies and materials. Eurocode 6 and other standards (American, Canadian, Chinese, and Japanese) recommend inspecting joints between walls, but no detailed procedures have been specified. This paper presents our own tests on joints

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Wac-Wlodarczyk, A., R. Goleman, D. Czerwinski, and T. Gizewski. "Mathematical models applied in inductive non-destructive testing." Journal of Magnetism and Magnetic Materials 320, no. 20 (2008): e1044-e1048. http://dx.doi.org/10.1016/j.jmmm.2008.04.179.

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Yang, Chun Xia, Ya Ying Wu, and Wei Jun Yang. "Research on the Rigid Homogenization Theory of Masonry Structures Based on Regular Tessellation Theory." Applied Mechanics and Materials 204-208 (October 2012): 790–98. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.790.

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Regular tessellation theory was firstly introduced to deconstruct cells and partition masonry periodically in two dimensions in this paper, the method of regular deconstruction of masonry structures was proposed. In addition, the relationship in mathematical models between the basic cells and RVE was explored, the basic cells and the corresponding RVE boundary and initial conditions was derived.

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Cohen, Gregory L., Richard E. Klingner, John R. Hayes, and Steven C. Sweeney. "Seismic Evaluation of Low-Rise Reinforced Masonry Buildings with Flexible Diaphragms: II. Analytical Modeling." Earthquake Spectra 20, no. 3 (2004): 803–24. http://dx.doi.org/10.1193/1.1776559.

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This and a companion paper compare the results from shaking-table testing, quasi-static testing, and analytical predictions to provide a coherent description of the seismic response of low-rise reinforced masonry buildings with flexible roof diaphragms. This paper presents the development, implementation, and results of coordinated analytical modeling intended to corroborate and extend the results of experimental work discussed in a companion paper, Part I: Seismic and Quasi-Static Testing, and more important, examine the efficacy and accuracy of different analytical modeling approaches. Speci

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Ramos, Luís F., and Ziba Sharafi. "Tube-Jack Testing for Irregular Masonry Walls: First Studies." Advanced Materials Research 133-134 (October 2010): 229–34. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.229.

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One of the most well-known non-destructive methods for inspection and diagnosis in historical masonry walls is the flat-jack testing. Although it gives qualitative and valuable results about the local stress level and the deformability of the masonry material, when testing on irregular masonry walls, or walls with larger stone units, experimental and practical problems might occur, leading to inaccurate or useless results. In addition, the testing apparatus is labor, with difficulties in sawing task. Another limitation is the difficulty to test multi-leaves walls. To overturn these problems an

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Peng, Xiao Chuang, and Shao Hui Chen. "The Research for Cylinder Pressure and Penetration Method in Comprehensive Testing Mortar Strength." Applied Mechanics and Materials 275-277 (January 2013): 1194–98. http://dx.doi.org/10.4028/www.scientific.net/amm.275-277.1194.

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This paper briefly introduced the cylinder pressure - injection synthesis method which is detection masonry structure mortar strength technology principle, the technology based on the mathematical statistics method for data correction processing, and it combines the advantages between cylinder pressure method and penetration method ,and this method and more accurate and reliable than a single detection technique.

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Tomaževič, Miha, and Tomaž Velechovsky. "Some aspects of testing small-scale masonry building models on simple earthquake simulators." Earthquake Engineering & Structural Dynamics 21, no. 11 (1992): 945–63. http://dx.doi.org/10.1002/eqe.4290211102.

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Shrestha, Jagat Kumar, and Sujit Bhandari. "A Model for In-Plane Capacity of Multi-Leaf Stone Masonry Walls." Journal of Engineering 2020 (February 7, 2020): 1–11. http://dx.doi.org/10.1155/2020/4028675.

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Masonry walls with distinct layers, known as multi-leaf masonry walls, are prevalent in many regions of the world including ancient architecture in Europe and new construction in the Himalayan region of South Asia. This paper presents a model for determining the capacity of multi-leaf stone masonry wall from its physical and mechanical parameters. For the study, a “Standard Wall” with typical properties of a multi-leaf stone masonry wall is defined and the capacity of the stone masonry wall is studied varying different physical and mechanical parameters of the wall to explore an analytical mod

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Dissertations / Theses on the topic "Masonry – Testing – Mathematical models"

1

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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CHENG, YEOU-YEN. "MULTIPLE-WAVELENGTH PHASE SHIFTING INTERFEROMETRY (OPTICAL-TESTING, ASPHERIC SURFACE)." Diss., The University of Arizona, 1985. http://hdl.handle.net/10150/187928.

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The problems of combining ideas of phase shifting interferometry (PSI) and synthetic-wavelength techniques to extend the phase measurement range of conventional single-wavelength PSI are investigated. This combination of PSI and synthetic-wavelengths gives multiple-wavelength phase-shifting interferometry the advantages of: (1) larger phase measurement range and (2) higher accuracy of phase measurement. Advantages, error sources, and limitations of single-wavelength PSI are discussed. Some practical methods to calibrate the piezoelectric transducer (PZT), used to phase shift the reference bea

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Seid, Hamid Jemila. "New residuals in multivariate bilinear models : testing hypotheses, diagnosing models and validating model assumptions /." Uppsala : Dept. of Biometry and Engineering, Swedish University of Agricultural Sciences, 2005. http://epsilon.slu.se/200583.pdf.

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Alluri, Chandra M. "Testing calculation engines using input space partitioning and automation." Fairfax, VA : George Mason University, 2008. http://hdl.handle.net/1920/3228.

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Thesis (M.S.)--George Mason University, 2008.<br>Vita: p. 158. Thesis director: Jeff Offutt. Submitted in partial fulfillment of the requirements for the degree of Master of Science in Software Engineering. Title from PDF t.p. (viewed Aug. 27, 2008). Includes bibliographical references (p. 156-157). Also issued in print.

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Yi, Tianyi. "Experimental Investigation and Numerical Simulation of an Unreinforced Masonry Structure with Flexible Diaphragms." Diss., Georgia Institute of Technology, 2004. http://hdl.handle.net/1853/5149.

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Unreinforced masonry (URM) construction, which has been widely used in the United States, presents a large threat to life safety and regional economic development because of its poor seismic resistance. In this research, the nonlinear seismic properties of URM structures were investigated via a quasi-static test of a full-scale two-story URM building and associated analytical and numerical studies. The tests of the 24ft. by 24ft. in plan 22ft. high URM building revealed that the damage was characterized by (1) the formation of large discrete cracks in the masonry walls and (2) the rocking an

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Banan, Roshan Aerospace Civil &amp Mechanical Engineering Australian Defence Force Academy UNSW. "An engineering approach to modelling ballistic impact on hybrid polymer laminates." Publisher:University of New South Wales - Australian Defence Force Academy. Information Technology & Electrical Engineering, 2009. http://handle.unsw.edu.au/1959.4/44094.

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Hybrid polymer laminates of polycarbonate and PMMA have generated considerable interest among researchers as an alternative to traditional glass armours because of their potential for reduced cost and weight. Generally, the development of ballistic armour is carried out experimentally which is an expensive task in terms of time and cost. Numerical simulation provides a much greater facility to understand the phenomenon of ballistic impact and the effects of various parameters on the response to such impact. In addition it provides an easy means of comparing the impact performance of different

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Kleinow, Torsten. "Testing continuous time models in financial markets." Doctoral thesis, [S.l. : s.n.], 2002. http://deposit.ddb.de/cgi-bin/dokserv?idn=965412091.

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Carroll, James M. "The psychometrics of a bipolar valence activation model of self-reported affect." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/NQ56520.pdf.

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Scholey, Kenneth Erwin. "Heat tranfser and crack formation in water-cooled zinc fuming furnace jackets." Thesis, University of British Columbia, 1991. http://hdl.handle.net/2429/30078.

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In the zinc slag fuming process, zinc is extracted from lead blast furnace slag by reduction with a coal/air mixture injected into the slag through submerged tuyeres. The furnace is constructed of water-cooled jackets to contain the molten bath and freeze a protective slag layer. The slag layer greatly reduces vessel wear caused by the corrosive and violently agitated bath. However, the jackets are known to develop cracks in the working face panel that initiate on the slag face and propagate towards the water cavity. If the cracks reach the water cavity explosions may result should the molten

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Leung, Hugh, and 梁修賢. "Analysis of natural and hybrid ventilation in simple buildings." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2003. http://hub.hku.hk/bib/B26663107.

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Books on the topic "Masonry – Testing – Mathematical models"

1

Computational strategies for masonry structures. Delft University Press, 1996.

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2

Bates, David S. Testing option pricing models. National Bureau of Economic Research, 1995.

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Leamer, Edward E. Testing trade theory. National Bureau of Economic Research, 1992.

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4

Bagdonavičius, V. Semiparametric models in accelerated life testing. Queen's University, 1995.

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5

Lehmann, Bruce Neal. Empirical testing of asset pricing models. National Bureau of Economic Research, 1992.

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Mueller, Uli. Testing models of low-frequency variability. National Bureau of Economic Research, 2006.

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Bagdonavicius, V. Semiparametric models in accelerated life testing. Queen's University, 1995.

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8

Nondestructive testing: Methods, analyses and applications. Nova Science Publishers, 2010.

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9

Omar, Mohammad A. Nondestructive testing methods and new applications. InTech, 2012.

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10

Dastidar, Siddhartha G. Testing limits to policy reversal: Evidence from Indian privatizations. National Bureau of Economic Research, 2007.

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Book chapters on the topic "Masonry – Testing – Mathematical models"

1

Vintzileou, Elizabeth. "Testing Historic Masonry Elements and/or Building Models." In Perspectives on European Earthquake Engineering and Seismology. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-07118-3_8.

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Baniotopoulos, C. C. "Free Boundary Value Problems Arising in Composite Masonry Structures." In Mathematical Models for Phase Change Problems. Birkhäuser Basel, 1989. http://dx.doi.org/10.1007/978-3-0348-9148-6_18.

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Taler, Dawid. "Mathematical Models of Heat Exchangers." In Numerical Modelling and Experimental Testing of Heat Exchangers. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-91128-1_9.

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Aceto, Luca, Rocco Nicola, and Alessandro Fantechi. "Testing equivalences for event structures." In Mathematical Models for the Semantics of Parallelism. Springer Berlin Heidelberg, 1987. http://dx.doi.org/10.1007/3-540-18419-8_9.

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Wefelmeyer, Wolfgang. "Testing hypotheses on independent, not identically distributed models." In Mathematical Statistics and Probability Theory. Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3963-9_20.

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Bayarri, M. J., James O. Berger, and Gauri S. Datta. "Objective Bayes testing of Poisson versus inflated Poisson models." In Institute of Mathematical Statistics Collections. Institute of Mathematical Statistics, 2008. http://dx.doi.org/10.1214/074921708000000093.

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Urbain, Jean-Pierre. "Testing for Weak Exogeneity in Error Correction Models." In Lecture Notes in Economics and Mathematical Systems. Springer Berlin Heidelberg, 1993. http://dx.doi.org/10.1007/978-3-642-95706-2_4.

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Baker, Rose. "Software Reliability Growth Models for Discrete and Incomplete Testing." In Lecture Notes in Economics and Mathematical Systems. Springer Berlin Heidelberg, 1997. http://dx.doi.org/10.1007/978-3-642-59105-1_19.

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Folmer, Henk. "Autocorrelation Pre-Testing in Linear Models with AR(1) Errors." In Lecture Notes in Economics and Mathematical Systems. Springer Berlin Heidelberg, 1988. http://dx.doi.org/10.1007/978-3-642-61564-1_3.

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Hall, W. J., and Jon A. Wellner. "Efficient testing and estimation in two Lehmann alternatives to symmetry-at-zero models." In Institute of Mathematical Statistics Collections. Institute of Mathematical Statistics, 2013. http://dx.doi.org/10.1214/12-imscoll914.

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Conference papers on the topic "Masonry – Testing – Mathematical models"

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Stork, Milan, Jaroslav Novak, and Pavel Broz. "Cardiac Mathematical Models for Exercise Testing on Treadmill Ergometer." In 2019 International Conference on Applied Electronics (AE). IEEE, 2019. http://dx.doi.org/10.23919/ae.2019.8866998.

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Mitrea, Alexandru I., and Paulina Mitrea. "Deformable models: Software implementation based on mathematical fundamentals." In 2008 IEEE International Conference on Automation, Quality and Testing, Robotics. IEEE, 2008. http://dx.doi.org/10.1109/aqtr.2008.4588948.

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Pop, Teodora, Ofelia Mosteanu, Paula Raica, R. Badea, and L. Miclea. "Analysis of the dynamic behaviour of malignant tumours using mathematical models and ultrasound parameters ¿ a survey." In 2006 IEEE International Conference on Automation, Quality and Testing, Robotics. IEEE, 2006. http://dx.doi.org/10.1109/aqtr.2006.254675.

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Phoenix, S., and Pappu Murthy. "Pros and Cons of Proof Testing Carbon Composite Overwrapped Pressure Vessels: A Comparison of Two Mathematical Models." In 48th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 2007. http://dx.doi.org/10.2514/6.2007-2325.

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Baghdasaryan, Lusine, Wei Chen, Thaweepat Buranathiti, and Jian Cao. "Model Validation via Uncertainty Propagation Using Response Surface Models." In ASME 2002 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2002. http://dx.doi.org/10.1115/detc2002/dac-34140.

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Model validation has become a primary means to evaluate accuracy and reliability of computational simulations in engineering design. Mathematical models enable engineers to establish what the most likely response of a system is. However, despite the enormous power of computational models, uncertainty is inevitable in all model-based engineering design problems, due to the variation in the physical system itself, or lack of knowledge, and the use of assumptions by model builders. Therefore, realistic mathematical models should contemplate uncertainties. Due to the uncertainties, the assessment

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Khulief, Y. A., and F. A. Al-Sulaiman. "Experimentally-Tuned Mathematical Model for Drillstring Vibrations." In ASME 2007 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/detc2007-35057.

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Field experience manifests that drillstring vibration is one of the major causes for a deteriorated drilling performance. It is crucial to understand the complex vibrational mechanisms experienced by a drilling system in order to better control its functional operation and improve its performance. Experimental studies of drillstring dynamics are essential to complement the theoretical studies, and to alleviate the complexity of such dynamic models. This paper presents an experimental investigation using a specially designed drilling test rig. The test rig can simulate the drillstring vibration

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Rohde, Steve M., William J. Williams, and Mitchell M. Rohde. "Application of Advanced Signal Processing Methods to Automotive Systems Testing." In ASME 2004 International Mechanical Engineering Congress and Exposition. ASMEDC, 2004. http://dx.doi.org/10.1115/imece2004-59535.

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During the past twenty years there have been rapid developments in the creation and application of mathematical computer-based capabilities and tools (e.g., FEA) to simulate and synthesize vehicle systems. This has led to the concept of virtual product development. In parallel with the development of these tools, an equally sophisticated set of tools have been developed in the area of advanced signal processing. These tools, based upon mathematical and statistical modeling techniques, enable the extraction of useful information from data and have application throughout the entire vehicle creat

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Liu, Chia-Chang, and Kao Hui Lin. "Simulation of Double Flank Gear Rolling Testing." In ASME 2009 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/detc2009-86970.

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The double flank gear rolling testing is a method by which a master gear is rolled together, in tight mesh, with a testing gear. As the gears roll, slight variations of center distance are measured and recorded as an indicator of gear quality. The double flank gear rolling testing is easy and low coast, therefore, it is widely used in gear industry. In this study, the mathematical models of standard master gears and testing gears with various errors are carried out first according to the theory of gearing. Then, the process of double flank gear rolling testing is simulated by applying the conc

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Cossalter, Vittore, Alberto Doria, Roberto Pegoraro, and Luca Trombetta. "Testing and Modelling of an Advanced Motorcycle Shock Absorber." In ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2010. http://dx.doi.org/10.1115/esda2010-24293.

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In shock absorbers damper-rod force not only depends on damper-rod velocity, but also on position and acceleration. Since hydraulic losses are responsible for velocity-dependent forces, other phenomena are responsible for the dependence of force on position and acceleration, they are: compliances of the chambers and of the seals, compressibility of oil and gas and inertia of oil. The presence of position and/or acceleration-dependent terms in the force causes a hysteresis loop in the force-velocity diagram and a delay between force and velocity in the force-time diagram, which affect the perfo

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Martinez-Pastor, Juan, Patricio Franco, and F. Javier Ramirez-Fernandez. "Rheological Characterization of Energetic Materials by Rotational Testing Techniques." In ASME 2014 12th Biennial Conference on Engineering Systems Design and Analysis. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/esda2014-20400.

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In production of energetic materials, the rheological behavior of propellant doughs is a key factor to identify optimum and safe conditions for processing these special compounds. The analysis of their rheological properties during mixing and extrusion stages is needed to clarify the complex interrelations between the different process parameters and the expected performance of these products, providing essential information for the possible increase of system productivity and overall product quality. In this study, the rheological analysis of triple-base propellants and a propellant simulant

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