Relevant bibliographies by topics / Shetar

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Shetar'

Author: Grafiati
Published: 2 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Shetar"

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Prokhorov, Dmitry. "The Evolution of the Documents Concerning the Matrimonial Relations in the Karaite Communities in the Crimea in the Nineteenth and Early Twentieth Centuries (According to the Materials Residing in the State Archive of the Republic of the Crimea)." Materials in Archaeology, History and Ethnography of Tauria, XХVII (December 15, 2022): 663–84. http://dx.doi.org/10.29039/2413-189x.2022.27.663-684.

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One of the most informative accounts of the past of the Karaite communities in the Crimea are the documents related to the regulation of marriage and family relations among the Karaites. Although the Russian authorities integrated the Karaites into the Russian linguistic and cultural space, the communal norms and tenets of the Karaite religion remained unchanged to the second half of the nineteenth century. In the sphere of matrimonial relations, the Karaites were guided by the teachings formulated in the works of the Karaite religious authorities of the Middle Ages and the commentaries to the
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Катерина, Акав. "КОЛЕКЦІЯ ПРЕДМЕТІВ КАРАЇМСЬКОЇ ЛІТУРГІЇ, ПОБУТУ ТА ТВОРІВ ОБРАЗОТВОРЧОГО МИСТЕЦТВА В ЄВПАТОРІЙСЬКОМУ КРАЄЗНАВЧОМУ МУЗЕЇ". ВІСНИК Львівської національної академії мистецтв, № 27 (17 листопада 2015): 125–36. https://doi.org/10.5281/zenodo.33923.

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This article explores the Karaite collection ELHM, which consists of items of liturgical ceremonies, kenasa decoration, household, national clothes, shetars, photographs, paintings artists F.Veselovskogo and B.Egiz. The main collection of steel objects that came to the museum after closing kenassa personal belongings Karaites Evpatoria. This collection is of great importance not only for the Karaite people, but also for general artistic Heritage of Humanity, as a cultural and artistic heritage.
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Du, Jun, Dong Li, Zhiming Xiong, Xinggang Shen, Chenchen Li, and Weiwei Zhu. "Experimental Study on the Reciprocating Shear Characteristics and Strength Deterioration of Argillaceous Siltstone Rockfill Materials." Applied Sciences 13, no. 15 (2023): 8888. http://dx.doi.org/10.3390/app13158888.

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The reciprocating shear mechanical properties and strength deterioration mechanisms of rockfill materials are of great research significance for high-fill slope stability analysis. To study the shear strength characteristics of argillaceous siltstone rockfill materials with different fabric characteristics under reciprocating shear loading, we analyzed the shear strength, hysteresis loop area, damping ratio, shear strength parameter, and shear stiffness of coarse-grained soils with different coarse grain contents using a coarse-grained soil direct shear testing machine capable of reciprocating
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Goel, Rakesh K. "Comparison of Base Shears Estimated from Floor Accelerations and Column Shears." Earthquake Spectra 27, no. 3 (2011): 939–46. http://dx.doi.org/10.1193/1.3610247.

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This paper compares base shears computed from floor accelerations (inertial base shear) and column shears (structural base shear) for two mid-rise, multistory buildings due to a suite of 30 earthquake ground motions. The presented results demonstrate that the inertial base shear exceeds the structural base shear in the median by 10% to 20% and may exceed the structural base shear by as much as 70% for individual ground motions. Therefore, it is concluded that the inertial base shear computed from strong motion records should be used with caution to estimate the structural base shear.
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Reber, Jacqueline E., Marcin Dabrowski, Olivier Galland, and Daniel W. Schmid. "Sheath fold morphology in simple shear." Journal of Structural Geology 53 (August 2013): 15–26. http://dx.doi.org/10.1016/j.jsg.2013.05.003.

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Lermontova, A. S. "STRESS FIELD IN A SHEAR ZONE, AND FORMATION OF THE MAIN FAULT." Geodynamics & Tectonophysics 12, no. 3 (2021): 499–507. http://dx.doi.org/10.5800/gt-2021-12-3-0536.

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Using the analytical approximation method, we calculated stress field parameters for cases with different relative positions of Riedel shears and loads required for shearing. Considering an internal friction angle of 30°, and the distance between adjacent shears exceeding 0.7 of the characteristic shear length, we estimated the Coulomb stress that can lead to fracturing. In the areas between the shears, it is below the shear strength value. This means that if an increase in the external load is lacking, there are no prerequisites for the formation of new fractures that may connect adjacent she
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Kitkamthorn, Usanee, Rattana Borrisutthekul, and Pusit Mitsomwang. "Investigation of Betel Palm Sheath during Punch/Die Shear Cutting." Materials Science Forum 1111 (December 22, 2023): 111–18. http://dx.doi.org/10.4028/p-4als5g.

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This research was carried out to study punch/die shear cutting of betel palm sheath. In a shear cutting experiment, shearing process parameters i.e., the moisture content of the palm sheath and the punch/die clearance were varied and investigated. Experimental results showed that both of the process parameters played an important role on the surface cracking of the palm sheath. In order to discuss the cutting characteristics of the palm sheath, a finite element method (FEM) analysis of the shear cutting was conducted. Based on simulation results with the surface cracking observed in the experi
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Davachi, M. M., B. J. Sinclair, H. H. Hartmaier, B. L. Baggott, and J. E. Peters. "Determination of the Oldman River Dam foundation shear strength." Canadian Geotechnical Journal 28, no. 5 (1991): 698–707. http://dx.doi.org/10.1139/t91-084.

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The paper describes the results of site investigation and laboratory testing and the analysis performed for the determination of foundation shear strength at the Oldman River Dam site in southwestern Alberta, Canada. Horizontally bedded claystones, siltstones, and sandstones at the site contain relatively weak bedding-plane shears that adversely affect foundation stability. Data on the bedding-plane shear characteristics were collected by mapping, borehole coring, shaft exploration, and large-diameter sampling. Shear planes of structure-wide continuity were identified. Numerous laboratory dire
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McNeel, Joseph, and Frank Czerepinski. "Effect of Felling Head Design on Shear-Related Damage in Southern Yellow Pine." Southern Journal of Applied Forestry 11, no. 1 (1987): 3–6. http://dx.doi.org/10.1093/sjaf/11.1.3.

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Abstract Use of feller-buncher and directional shears has increased the productivity and efficiency of many logging operations in the South. When felling sawlog and chip'n' saw-sized timber, hydraulic shears can damage the butt portion of the tree. Butt logs of trees felled with shears are subjectto damage in the form of ring-shake, stump-pull, shatter, and splitting (Porter et al. 1984). Logging equipment manufacturers have attempted to minimize shear-related damage through different felling head designs. Various designs have included ribbed blades, angled shear patterns, curved blades,modifi
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Helén, Andreas, Anders Eliasson, and Sebastian K. T. S. Wärmländer. "Metallurgical Characterization of Two 11th–12th Century Single-Bow Shears from Sigtuna, Sweden." Acta Archaeologica 92, no. 2 (2023): 176–83. http://dx.doi.org/10.1163/16000390-20210032.

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Abstract Shears, being everyday objects, have received significantly less attention by archaeometallurgists than other edged tools or weapons. Yet, shear blades were forged with the same techniques as blades of, e.g. knives and swords. The most common shear type in ancient times was the bow shears, where the bow had to be flexible so it could be repeatedly bent without cracking or breaking. The shear-maker, therefore, faced the challenge of combining hard steel (the blades) with soft/flexible steel (the bow). In fact, bow shears are one of the first tools to be invented, where metal acts as a
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Dissertations / Theses on the topic "Shetar"

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Peng, Liying. "Shear strength of beams by shear-friction." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ38638.pdf.

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Zhang, Ling. "The behaviour of granular material in pure shear, direct shear and simple shear." Thesis, Aston University, 2003. http://publications.aston.ac.uk/14162/.

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In biaxial compression tests, the stress calculations based on boundary information underestimate the principal stresses leading to a significant overestimation of the shear strength. In direct shear tests, the shear strain becomes highly concentrated in the mid-plane of the sample during the test. Although the stress distribution within the specimen is heterogeneous, the evolution of the stress ratio inside the shear band is similar to that inferred from the boundary force calculations. It is also demonstrated that the dilatancy in the shear band significantly exceeds that implied from the bo
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Erzin, Yusuf. "Strength Of Different Anatolian Sands In Wedge Shear, Triaxial Shear, And Shear Box Tests." Phd thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12604689/index.pdf.

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Past studies on sands have shown that the shear strength measured in plane strain tests was higher than that measured in triaxial tests. It was observed that this difference changed with the friction angle &amp<br>#966<br>cv at constant volume related to the mineralogical composition. In order to investigate the difference in strength measured in the wedge shear test, which approaches the plane strain condition, in the triaxial test, and in the shear box test, Anatolian sands were obtained from different locations in Turkey. Mineralogical analyses, identification tests, wedge shear tests (cyli
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Ifju, Peter G. "The shear gage and compact shear specimen for shear property measurements of composite materials." Diss., Virginia Tech, 1992. http://hdl.handle.net/10919/39976.

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Techniques for shear property measurements for composite and isotropic materials were investigated. A new strain gage called the shear gage was conceived, designed, and tested for routine shear characterization on notched shear specimens. The shear gage integrates the shear strain in the entire test section of the losipescu and compact shear specimens. The result was consistent and accurate determination of the shear stress/strain response of materials. Prior knowledge of material properties or shear strain distributions were not required. Deficiencies in the losipescu shear test were automati
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Basak, Sankarananda. "Dynamics of stratified shear layer with horizontal shear /." Diss., Connect to a 24 p. preview or request complete full text in PDF format. Access restricted to UC campuses, 2005. http://wwwlib.umi.com/cr/ucsd/fullcit?p3185923.

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Tozser, Oliver. "Shear analysis using shear friction, size effect and prestressing." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ38645.pdf.

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Pinilla, Camilo Ernesto. "Numerical simulation of shear instability in shallow shear flows." Thesis, McGill University, 2008. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=115697.

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The instabilities of shallow shear flows are analyzed to study exchanges processes across shear flows in inland and coastal waters, coastal and ocean currents, and winds across the thermal-and-moisture fronts. These shear flows observed in nature are driven by gravity and governed by the shallow water equations (SWE). A highly accurate, and robust, computational scheme has been developed to solve these SWE. Time integration of the SWE was carried out using the fourth-order Runge-Kutta scheme. A third-order upwind bias finite difference approximation known as QUICK (Quadratic Upstream Interpola
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Ishtewi, Ahmad M. "Shear Capacity of Fiber-Reinforced Concrete Under Pure Shear." University of Dayton / OhioLINK, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=dayton1354725447.

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Dillon, Patrick. "Shear Strength Prediction Methods for Grouted Masonry Shear Walls." BYU ScholarsArchive, 2015. https://scholarsarchive.byu.edu/etd/4395.

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The research in this dissertation is divided between three different approaches for predicting the shear strength of reinforcement masonry shear walls. Each approach provides increasing accuracy and precision in predicting the shear strength of masonry walls. The three approaches were developed or validated using data from 353 wall tests that have been conducted over the past half century. The data were collected, scrutinized, and synthesized using principles of meta-analysis. Predictions made with current Masonry Standards Joint Committee (MSJC) shear strength equation are unconservative and
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Nolph, Shawn Mark. "In-plane shear performance of partially grouted masonry shear walls." Pullman, Wash. : Washington State University, 2010. http://www.dissertations.wsu.edu/Thesis/Summer2010/s_nolph_050710.pdf.

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Thesis (M.S. in civil engineering)--Washington State University, May 2010.<br>Title from PDF title page (viewed on July 21, 2010). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 96-97).
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Books on the topic "Shetar"

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Grant, Ian Fraser, and Diane Grant. Shear history: 50 years of Golden Shears in New Zealand. Fraser Books, 2010.

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Parks, Tim. Shear. Heinemann, 1993.

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Ahmad, Amna Iqbal. Woh shehar. Amna Iqbal, 1986.

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Ahmad, Amma Iqbal. Voh shehar. S. T. Printers, 1986.

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Biṭon, Naṭali-Liʼorah. Sheṭar ḥov. Saʻar, 1994.

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Aakash, Abdul Satar. Shehar jungle huwe. Ali Mian, 2002.

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Siraj, Rifat. Shehar-e-Yaran. Babur, 1993.

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Batt, Shehnaz. Dil ka shehar. Maqbul Academy, 1990.

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Lahori, Tahir. Sohna Shehar Lahore. Sang-e-Meel, 1994.

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Mukherjee, Soumyajit, and Kieran F. Mulchrone, eds. Ductile Shear Zones. John Wiley & Sons, Ltd, 2015. http://dx.doi.org/10.1002/9781118844953.

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Book chapters on the topic "Shetar"

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Saatcioglu, Murat. "Shear." In Encyclopedia of Natural Hazards. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-1-4020-4399-4_318.

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Gooch, Jan W. "Shear." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_10521.

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Janssen, Jules J. A. "Shear." In Mechanical Properties of Bamboo. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3236-7_8.

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Toniolo, Giandomenico, and Marco di Prisco. "Shear." In Reinforced Concrete Design to Eurocode 2. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52033-9_4.

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Hernández-Montes, Enrique, and Luisa María Gil-Martín. "Shear." In Concrete Structures. CRC Press, 2024. http://dx.doi.org/10.1201/9781003169659-15.

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Weik, Martin H. "shear." In Computer Science and Communications Dictionary. Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_17233.

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Gu, Xianglin, Xianyu Jin, and Yong Zhou. "Shear." In Basic Principles of Concrete Structures. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-662-48565-1_7.

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Emmens, Wilko C. "Shear." In Formability. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-21904-7_9.

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Vitale, Stefano, and Stefano Mazzoli. "From finite to incremental strain." In Ductile Shear Zones. John Wiley & Sons, Ltd, 2015. http://dx.doi.org/10.1002/9781118844953.ch1.

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Chattopadhyay, Nandini, Sayan Ray, Sanjoy Sanyal, and Pulak Sengupta. "Mineralogical, textural, and chemical reconstitution of granitic rock in ductile shear zones." In Ductile Shear Zones. John Wiley & Sons, Ltd, 2015. http://dx.doi.org/10.1002/9781118844953.ch10.

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Conference papers on the topic "Shetar"

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О.Л., Шестак. "Training technologies for increasing students’ motivation in learning the English language." In Современные подходы в системе высшего образования на примере творческого вуза. Преподавание непрофильных дисциплин в вузе: актуальные проблемы и их решение на современном этапе. Crossref, 2024. http://dx.doi.org/10.61908/modern_art_education.2024.shestak.

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В статье поднимается вопрос значимости изучения английского языка в неязыковом вузе как одного из основных элементов системы профес- сиональной подготовки студента-музыканта и эффективности использования разных педагогических технологий с целью повышения мотивации к овладению иностранным языком. Мотивация рассматривается в прямой связи с эффектив- ностью обучения. he article deals with different training technologies used for increasing music students’ motivation in mastering the English language. The problem of motivation in learning foreign languages is especially relevant at a non-linguisti
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Truflyak, E., and I. Truflyak. "STUDYING THE PROCESS OF THE SHEAR SNAKE OF THE SHEATH GRAINED COMBINE WITHOUT USE PREPARED." In INNOVATIVE TECHNOLOGIES IN SCIENCE AND EDUCATION. DGTU-PRINT, 2018. http://dx.doi.org/10.23947/itno.2018.1.166-170.

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STRYKOWSKI, P., and A. KROTHAPALLI. "The countercurrent mixing layer - Strategies for shear-layer control." In 3rd Shear Flow Conference. American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-3260.

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CORNELIUS, KENNETH, and GERALD LUCIUS. "Thrust vectoring control from underexpanded asymmetric nozzles." In 3rd Shear Flow Conference. American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-3261.

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WIEGEL, M., and R. WLEZIEN. "Acoustic receptivity of laminar boundary layers over wavy walls." In 3rd Shear Flow Conference. American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-3280.

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KLEIFGES, K., and D. DOLLING. "Control of unsteady shock-induced turbulent boundary layer separation upstream of blunt fins." In 3rd Shear Flow Conference. American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-3281.

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LEWIS, C., and M. GHARIB. "The effect of axial oscillation on a cylinder wake." In 3rd Shear Flow Conference. American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-3240.

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AISSI, S., and L. BERNAL. "PIV investigation of an aperiodic forced mixing layer." In 3rd Shear Flow Conference. American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-3241.

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LEU, TZONG-SHYNG, and CHIH-MING HO. "Free shear layer control and its application to fan noise." In 3rd Shear Flow Conference. American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-3242.

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JACOBS, J., R. JAMES, C. RATLIFF, and A. GLEZER. "Turbulent jets induced by surface actuators." In 3rd Shear Flow Conference. American Institute of Aeronautics and Astronautics, 1993. http://dx.doi.org/10.2514/6.1993-3243.

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Reports on the topic "Shetar"

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Sobolik, Steven R., and Benjamin Reedlunn. Shear Behavior of Bedded Salt Interfaces under Direct Shear Loading. Office of Scientific and Technical Information (OSTI), 2019. http://dx.doi.org/10.2172/1569654.

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LeBrun, Thomas John. Analysis of Compact-Forced Simple Shear and Compact-Forced Double Shear Test Specimens for Shear Localization in Materials. Office of Scientific and Technical Information (OSTI), 2017. http://dx.doi.org/10.2172/1356162.

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Busby, Ryan, Wade Wall, and Lauren Bosche. Remote detection of soil shear strength in Arctic and subarctic environments. Engineer Research and Development Center (U.S.), 2025. https://doi.org/10.21079/11681/49815.

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Soil shear strength affects many military activities and is affected significantly by plant roots. Unfortunately, root contribution to soil shear strength is difficult to measure and predict. In the boreal forest ecosystem, soil and hydrologic dynamics make soil shear strength less predictable, while the need for prediction grows due to the rapid changes occurring in this environment. Our current study objectives are to (1) observe possible aboveground vegetation indicators of soil shear strength variation across soils and other environmental heterogeneity, (2) observe possible image-based ind
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Ruzicka, V. Veins in shear zones. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1995. http://dx.doi.org/10.4095/207994.

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Wedwick, Jim, and Tom Orr. Shear Roll Mill Reactivation. Defense Technical Information Center, 2012. http://dx.doi.org/10.21236/ada570419.

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Becker, Maggie E., Jeffrey S. West, and Carl J. Larosche. Investigation of Bond in Unreinforced Interfaces for Partial- Depth Repairs and New Construction. Precast/Prestressed Concrete Institute, 2023. http://dx.doi.org/10.15554/pci.rr.conn-010.

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The research discussed in this progress report has been proposed to study the interface shear transfer in applications for partial-depth concrete repairs and for topping applications on precast elements. This research comprises two phases of laboratory testing. Phase 1 was developed to study the (local) interface bond strength of slab specimens through direct shear tests and direct tensile pull-off tests. Phase 2 comprises flexural tests on beam specimens to assess interface shear strength under combined bending and shear.
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Beer, M. A., R. V. Budny, C. D. Challis, and G. Conway. Turbulence suppression by E x B shear in JET optimized shear pulses. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/750156.

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Bardenhagen, S. G., J. U. Brackbill, and D. L. Sulsky. Shear deformation in granular materials. Office of Scientific and Technical Information (OSTI), 1998. http://dx.doi.org/10.2172/329539.

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Duffey, T. A., A. Goldman, and C. R. Farrar. Shear wall ultimate drift limits. Office of Scientific and Technical Information (OSTI), 1994. http://dx.doi.org/10.2172/10147768.

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Hanmer, S., and C. Passchier. Shear-sense indicators: a review. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1991. http://dx.doi.org/10.4095/132454.

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