Добірка наукової літератури з теми "Anchorage test"
Оформте джерело за APA, MLA, Chicago, Harvard та іншими стилями
Ознайомтеся зі списками актуальних статей, книг, дисертацій, тез та інших наукових джерел на тему "Anchorage test".
Біля кожної праці в переліку літератури доступна кнопка «Додати до бібліографії». Скористайтеся нею – і ми автоматично оформимо бібліографічне посилання на обрану працю в потрібному вам стилі цитування: APA, MLA, «Гарвард», «Чикаго», «Ванкувер» тощо.
Також ви можете завантажити повний текст наукової публікації у форматі «.pdf» та прочитати онлайн анотацію до роботи, якщо відповідні параметри наявні в метаданих.
Статті в журналах з теми "Anchorage test"
Claro, Cristiane Aparecida de Assis, Rosana Villela Chagas, Ana Christina Elias Claro Neves, and Laís Regiane da Silva-Concílio. "Comparative photoelastic study of dental and skeletal anchorages in the canine retraction." Dental Press Journal of Orthodontics 19, no. 1 (January 2014): 100–105. http://dx.doi.org/10.1590/2176-9451.19.1.100-105.oar.
Повний текст джерелаLong, Zhe, Zhi-xin Yan, and Chun-bo Liu. "Shear Effects on the Anchorage Interfaces and Seismic Responses of a Rock Slope Containing a Weak Layer under Seismic Action." Mathematical Problems in Engineering 2020 (April 30, 2020): 1–11. http://dx.doi.org/10.1155/2020/1424167.
Повний текст джерелаWei, Xing, and Jun Li. "Theoretical and Experimental Study on Cable-to-Irder Anchorages in Long-Span Cable-Stayed Bridges with Steel Box Girder." Advanced Materials Research 255-260 (May 2011): 1315–18. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.1315.
Повний текст джерелаKeum, Moon Seoung, Jae Yoon Kang, Jong Sup Park, and Woo Tai Jung. "Performance Test of Swage Anchorage According to the Insert of CFRP Tendon." Key Engineering Materials 730 (February 2017): 452–56. http://dx.doi.org/10.4028/www.scientific.net/kem.730.452.
Повний текст джерелаZhao, Lin, Xian Ming Zeng, Shi Min Li, and Da Lu Lin. "Field Test Study of the Blast-Resistance Performance of Optimal Composite Anchorage Structure." Advanced Materials Research 250-253 (May 2011): 1474–77. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.1474.
Повний текст джерелаMcKay, K. S., and M. A. Erki. "Grouted anchorages for aramid fibre reinforced plastic prestressing tendons." Canadian Journal of Civil Engineering 20, no. 6 (December 1, 1993): 1065–69. http://dx.doi.org/10.1139/l93-137.
Повний текст джерелаPham, Quang-Quang, Ngoc-Loi Dang, and Jeong-Tae Kim. "Smart PZT-Embedded Sensors for Impedance Monitoring in Prestressed Concrete Anchorage." Sensors 21, no. 23 (November 27, 2021): 7918. http://dx.doi.org/10.3390/s21237918.
Повний текст джерелаKim, Min Sook, and Young Hak Lee. "Load Carrying and Hydrostatic Performances of Innovative Encapsulated Anchorage System for Unbonded Single Strand." Advances in Civil Engineering 2019 (August 25, 2019): 1–16. http://dx.doi.org/10.1155/2019/7812623.
Повний текст джерелаShenghua, Zhang, and Huang Ying. "Performance Test of OVM Anchorage and Coupling." Prestress Technology 3, no. 05 (1999): 2–3. http://dx.doi.org/10.59238/j.pt.1999.05.001.
Повний текст джерелаManea, A. M., M. D. Iozsa, C. Stan, and A. Ioniţă. "Finite element analysis for testing safety-belt anchorages." IOP Conference Series: Materials Science and Engineering 1235, no. 1 (March 1, 2022): 012048. http://dx.doi.org/10.1088/1757-899x/1235/1/012048.
Повний текст джерелаДисертації з теми "Anchorage test"
Wu, Zhongxin. "Effective Post-Tensioned Splicing System for Prestressed Concrete Piles." Scholar Commons, 2016. http://scholarcommons.usf.edu/etd/6605.
Повний текст джерелаTronco, Paula Borges. "Efeitos da ancoragem em julgamentos e decisões no mercado imobiliário: uma análise a partir do nível de conhecimento dos decisores." Universidade Federal de Santa Maria, 2012. http://repositorio.ufsm.br/handle/1/4610.
Повний текст джерелаOs indivíduos normalmente têm dificuldade em identificar as heurísticas que afetam suas tomadas de decisões (BAKER e NOFSINGER, 2002). No entanto, Menkhoff, Schmidt e Brozynki (2006) revelam que indivíduos conhecedores da influência das heurísticas no processo decisório podem apresentar menos episódios de racionalidade limitada se comparados aos indivíduos alheios a esse conhecimento. Segundo Mussweiler et al (2000), a Ancoragem consiste em uma das influências mais notáveis em julgamento e tomada de decisão. Neste contexto, o objetivo principal desta pesquisa consistiu em verificar a existência da heurística da Ancoragem nas estimativas numéricas de especialistas e não-especialistas em mercado imobiliário, quando submetidos a tarefas experimentais relacionadas ao campo de domínio do especialista e fora do seu campo de conhecimento, tendo em vista Thorsteinson et al. (2008), os quais argumentam que os efeitos da Ancoragem são reduzidos quando sujeitos decisores têm mais conhecimento acerca dos problemas em questão. Assim, foi realizado um quase-experimento com 324 sujeitos decisores, divididos em Grupos de Calibragem e Grupos Experimentais, por meio da aplicação de duas tarefas decisórias (T1 e T2), utilizando-se o Modelo de Jacowitz e Kahneman (1995). Ressalta-se que muitos estudos sobre Ancoragem têm sido realizados no sentido de verificar a presença da heurística da Ancoragem no processo de julgamento e tomada de decisão. No entanto, este estudo, além da proposta de estudar os efeitos da Ancoragem durante o processo decisório relacionado a decisões quantitativas, apresentou como principal contribuição adicional a verificação da manifestação da Ancoragem quando uma variável de controle (conhecimento) é retirada da tarefa decisória. Tal procedimento é denominado por Cozby (2006) como um Teste de Manipulação, consistindo em uma tentativa para medir diretamente se a manipulação de uma variável tem o efeito pretendido sobre os respondentes. Os resultados obtidos, por meio do teste estatístico t para amostras independentes, demonstraram que há evidências da heurística da Ancoragem no processo decisório dos indivíduos integrantes do Grupo Experimental de não-especialistas (âncora baixa e âncora alta), tanto em T1 quanto em T2. No que tange aos especialistas, foi possível perceber que em T1 há evidências da heurística da Ancoragem, corroborando com os resultados encontrados por Jacowitz e Kahneman (1995) e Luppe (2006). No entanto, em relação à segunda tarefa decisória (T2), observou-se que as diferenças de médias não foram estatisticamente significantes, inferindo-se que, em T2, não são encontradas evidências da Ancoragem no processo decisório dos especialistas, contrariando os resultados encontrados por Norfhcraft e Neale (1987) e Dorow (2009), os quais encontraram evidências da Ancoragem no processo decisório de corretores imobiliários quando foram submetidos à realização de estimativas referentes ao mercado de imóveis.
Correia, Vinicius Costa. "Estudo da influência do uso de fibras de aço e de estribos no comportamento da ancoragem de barras." Universidade de São Paulo, 2012. http://www.teses.usp.br/teses/disponiveis/18/18134/tde-12072012-083304/.
Повний текст джерелаThe structural behavior of reinforced concrete depends on connection behavior of concrete and steel. This union is established by means of bond, which serves as a mechanism to transfer forces and ensure the compatibility of deformation between the reinforcement and the concrete. This research aims investigating the effects of the use of steel fibers and stirrups on the behavior of the anchorage. An experimental investigation was carried out by means of pull-out tests according to the RILEM-CEB-FIP standard model and pull-out tests of straight and with 90º hooked bars, with a bonded length of five times the bar diameter. The longitudinal reinforcement bars were of 10 mm and 16 mm and concrete compressive strength was 50 MPa at the day of test. Steel fibers with hooked ends, aspect ratio of 65, and length of 35 mm and volumetric fraction of 2% (157 kg /m³) were used. Comparisons with theoretical models, analyzed through the literature review and recommendations of NBR 6118:2003 and ACI-318-08 were also performed. The experimental results showed that the stirrups and the fibers have significant influence on the cracking of the concrete. It was also observed that, for the specimens with steel bars of 10 mm and 16 mm with straight anchorage, the fibers had small influence on the pull-out resistance.
Bennitz, Anders. "Mechanical anchorage of prestressed CFRP tendons : theory and tests /." Luleå : Division of Structural engineering, Department of Civil, Mining and Environmental Engineering, Luleå University of Technology, 2008. http://epubl.ltu.se/1402-1757/2008/32/.
Повний текст джерелаBagge, Niklas. "Structural assessment procedures for existing concrete bridges : Experiences from failure tests of the Kiruna Bridge." Doctoral thesis, Luleå tekniska universitet, Byggkonstruktion och brand, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-63000.
Повний текст джерелаLorenz, Enrico. "Endverankerung und Übergreifung textiler Bewehrungen in Betonmatrices." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2015. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-170583.
Повний текст джерелаThe safe introduction and transmission of forces is a requirement for the workability as well as the possibility to make full use of the load bearing capacities of components and strengthening layers made of textile reinforced concrete. Accordingly, an unfavourable configuration and arrangement of the composite material’s individual components can lead to various modes of bond failure. These can result from the formation of bond damaging delamination cracks and longitudinal matrix splitting, local spalling of the concrete layer in the outer reinforcement layers or early yarn pull-out from the concrete. In this context, the areas of end anchorage and lap joints of the textile reinforcement, which cannot be avoided when using textile reinforced concrete, are particularly prone to failure. However, no comprehensive and coherent investigations regarding the safe configuration and dimensioning of these essential details are available yet. Consequently, systematic research into textile reinforced concrete’s load-bearing behaviour in the areas of end anchorage and lap joints and the subsequent description was the main goal of this dissertation. A working and damage-free transmission of bond force is the basis for a faultless load transmission and introduction. As a result, extensive tests concerning the characterization of the mechanisms and forces acting between reinforcing textile and fine grained concrete matrix were carried out as the first part of the investigations. After an appropriate test setup had been developed, a great variety of parameters was applied to experimentally examine the bond behaviour specific to the textile. The determination of the influencing factors resulting from various parameters in the textile reinforcement’s processing was a focus in the research. Based on a specifically developed modelling technique, the test results could be used to calculate the corresponding bond stress-slip-relation. The bond parameters, which were determined like this, served as the basis for the following calculations. The second part of the investigations was concerned with the load-bearing behaviour in end anchorage areas. In this case, the limit state of a yarn pull-out from the concrete matrix, which is usually essential for the dimensioning, was at the centre of attention. The investigations encompassed experimental and theoretical tests regarding the description of the force transmission. Based on the determined compound parameters, an independent analytic evaluation algorithm, which served to describe the load carrying behaviour of the bond in the end anchorage area, was presented. Through this algorithm, the detailed calculation of the required end anchorage lengths of textile reinforced concrete depending on the specific reinforcement textile was possible. The third research focus was on tests regarding the load-bearing behaviour of lap joints in textile reinforced concrete components. With the help of comprehensive experimental and theoretical analyses of variously configured and reinforced textile reinforced concretes, the decisive failure mechanisms were examined. Furthermore, fundamental demands for the dimensioning and execution of the lap joint areas could be derived. The findings were confirmed through tests on large-sized building components with corresponding lap joints. At the end of the investigations, a simplified engineering model is presented. This model makes a universally valid and exact dimensioning of the examined details possible while also paying attention to the decisive limit states
Abd, Ghani Murad. "Gestion des risques relatifs à la stabilité des arbres paysagers : biomécanique et architecture du système racinaire." Thesis, Bordeaux 1, 2008. http://www.theses.fr/2008BOR13634/document.
Повний текст джерелаThe impact of root loss on tree anchorage on Eugenia grandis Wight and Pinus pinaster Ait and the ability of three different trees species (Fagus sylvatica L, Abies alba Mill and Picea abies L) to resist uprooting or breakage due to rockfall on steep slopes were investigated using tree winching and trenching tests and results correlated to root system architecture. No differences were found between TMcrit and trenching distance in E. grandis trees. The results showed that in terms of Tree Anchorage Rotational Stiffness (TARS) and TMcrit, mechanical stability was not significantly affected by trenching on sandy clay soil, due to rooting depth of the sinkers which occurred close to the trunk and root plate size which provide greater stiffness thus play a major component of anchorage in E. grandis. However, in P. pinaster, mechanical stability was significantly affected by trenching, possibly due to severing of lateral roots greatly altered the size of the root plate and subsequently root CSA of major lateral roots and number of sinkers, which are crucial components in anchorage of mature P. pinaster trees grown on sandy podzol soil. For protection forest species grown on steep slopes, the results showed that tree species with deep, highly branched root systems with a higher proportion of oblique roots (e.g. European beech and Silver fir) will be better anchored and provide better protective function against rockfall as compared to Norway spruce that possessed a superficial plate-like root system. The knowledge gained from this study can be utilized in selection and production of trees which are resistant to both man made or natural hazards
Engelmann, Michael. "Spannglasträger – Glasträger mit vorgespannter Bewehrung." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2017. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676.
Повний текст джерелаGlass and concrete share essential material characteristics: Their compressive strength exceeds their tensile strength considerably and both of them fail in a brittle manner. This analogy led to the development of reinforced glass beams, which are improved by means of adhesively bonded steel sections in the tensile zone. This improvement allowed for a direct transfer of tensile loads in a post-breakage state and resulted in a ductile structural element, which met the special demand of structural glass for a sufficient residual loadbearing capacity. Glass beams with unbonded, post-tensioned reinforcement – Spannglass Beams – carry this analogy concept on. The members will comprise an increased initial fracture strength and may be uplifted intentionally. This development has rendered the need for over-dimensioning by removing unnecessary sacrificial layers, which will result in a material efficient structure and will maximise transparency. Solely single exploratory investigations have used this idea in a wide variety of options so far. There is neither a uniform classification nor a consistent nomenclature. Furthermore, available results are limited to the concise description of the short-term load-bearing properties without proving the residual load-bearing capacity explicitly and confirming longterm durability. This thesis describes the development and the application of a nomenclature for reinforced and pre-compressed glass beams in an analogy study according to Eurocode 2. The state of technology can be characterised in this manner. Additionally, the research describes the load-bearing behaviour as well as the calculation of the loss of pre-stress of Spannglass Beams by analogy with concrete structures. As the key section of this thesis, this statement is examined by means of comprehensive experimental studies and completed by a numerical calculation. Primarily, the load-bearing behaviour of 15 specimens in short-term bending tests and a variety of reinforcement ratios and pre-stress levels were determined. The results show an increase of initial fracture strength as well as safe behaviour after failure. The pre-stress changes the load-bearing performance significantly. Furthermore, a non-destructive study including a constant loading for 1000 h describes the loss of pre-stress in 28 specimens for the first time. The horizontal deflection and the thus resulting shear stresses of the interlayer material of a laminated glass section are the critical parameters. From the magnitude of losses it may be concluded that the deflections need to be limited and the interlayer foils need to be relieved from stress. Moreover, the structural response during a change in temperature is in good agreement with the results obtained from linear beam theory. This allows for an estimation of the associated losses. Finally, a specifically developed test approach confirms the residual load-bearing capacity of 24 specimens. The reinforcement shows the ability to bridge cracks in the glass. However, it should be noted that pre-stress occasionally causes an early failure of the partially broken Spannglass cross-section. Therefore, intensifying the development of structural details in order to generate an increased advantage concerning safety is recommended. This contribution contains a systematic acquisition of analytical, experimental and numerical data regarding the loadbearing characteristics of Spannglass Beams for the first time. The use of a sacrificial layers is not necessary. Even more, to reach the most effective load-bearing behaviour, it is necessary to abandon them completely. Implementing the developed nomenclature, realising the recommended structural provisions and using the proposed methods, it is now possible to compose safe and durable Spannglass Beams as well as prove their structural efficiency
Schultz, Deanna D. "College and career ready? Perceptions of high school students related to WorkKeys assessments." Thesis, 2011. http://hdl.handle.net/1957/26784.
Повний текст джерелаGraduation date: 2012
Lorenz, Enrico. "Endverankerung und Übergreifung textiler Bewehrungen in Betonmatrices." Doctoral thesis, 2014. https://tud.qucosa.de/id/qucosa%3A28744.
Повний текст джерелаThe safe introduction and transmission of forces is a requirement for the workability as well as the possibility to make full use of the load bearing capacities of components and strengthening layers made of textile reinforced concrete. Accordingly, an unfavourable configuration and arrangement of the composite material’s individual components can lead to various modes of bond failure. These can result from the formation of bond damaging delamination cracks and longitudinal matrix splitting, local spalling of the concrete layer in the outer reinforcement layers or early yarn pull-out from the concrete. In this context, the areas of end anchorage and lap joints of the textile reinforcement, which cannot be avoided when using textile reinforced concrete, are particularly prone to failure. However, no comprehensive and coherent investigations regarding the safe configuration and dimensioning of these essential details are available yet. Consequently, systematic research into textile reinforced concrete’s load-bearing behaviour in the areas of end anchorage and lap joints and the subsequent description was the main goal of this dissertation. A working and damage-free transmission of bond force is the basis for a faultless load transmission and introduction. As a result, extensive tests concerning the characterization of the mechanisms and forces acting between reinforcing textile and fine grained concrete matrix were carried out as the first part of the investigations. After an appropriate test setup had been developed, a great variety of parameters was applied to experimentally examine the bond behaviour specific to the textile. The determination of the influencing factors resulting from various parameters in the textile reinforcement’s processing was a focus in the research. Based on a specifically developed modelling technique, the test results could be used to calculate the corresponding bond stress-slip-relation. The bond parameters, which were determined like this, served as the basis for the following calculations. The second part of the investigations was concerned with the load-bearing behaviour in end anchorage areas. In this case, the limit state of a yarn pull-out from the concrete matrix, which is usually essential for the dimensioning, was at the centre of attention. The investigations encompassed experimental and theoretical tests regarding the description of the force transmission. Based on the determined compound parameters, an independent analytic evaluation algorithm, which served to describe the load carrying behaviour of the bond in the end anchorage area, was presented. Through this algorithm, the detailed calculation of the required end anchorage lengths of textile reinforced concrete depending on the specific reinforcement textile was possible. The third research focus was on tests regarding the load-bearing behaviour of lap joints in textile reinforced concrete components. With the help of comprehensive experimental and theoretical analyses of variously configured and reinforced textile reinforced concretes, the decisive failure mechanisms were examined. Furthermore, fundamental demands for the dimensioning and execution of the lap joint areas could be derived. The findings were confirmed through tests on large-sized building components with corresponding lap joints. At the end of the investigations, a simplified engineering model is presented. This model makes a universally valid and exact dimensioning of the examined details possible while also paying attention to the decisive limit states.
Книги з теми "Anchorage test"
Wimpey Offshore Engineers and Constructors. The strength of grouted pile-sleeve connections: Tests carried out by Wimpey Laboratories Limited. London: HMSO, 1986.
Знайти повний текст джерелаLade, P. Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska. [Washington, D.C.]: U.S. G.P.O., 1988.
Знайти повний текст джерелаLade, P. Cyclic triaxial tests of the Bootlegger Cove Formation, Anchorage, Alaska. Washington, DC: Dept. of the Interior, 1988.
Знайти повний текст джерелаStadem, Catherine. The history of theatre in Anchorage, Alaska 1915-2005: From a wilderness tent to a multimillion dollar stage. Lewiston: The Edwin Mellen Press, 2009.
Знайти повний текст джерелаStadem, Catherine. The history of theatre in Anchorage, Alaska 1915-2005: From a wilderness tent to a multimillion dollar stage. Lewiston: The Edwin Mellen Press, 2009.
Знайти повний текст джерелаThe history of theatre in Anchorage, Alaska 1915-2005: From a wilderness tent to a multimillion dollar stage. Lewiston: The Edwin Mellen Press, 2009.
Знайти повний текст джерелаStadem, Catherine. The history of theatre in Anchorage, Alaska 1915-2005: From a wilderness tent to a multi-million dollar stage. Lewiston, N.Y: Edwin Mellen Press, 2009.
Знайти повний текст джерелаNightingale, Claire, and Jonathan Sandy. Illustrated Questions in Orthodontics. Oxford University Press, 2014. http://dx.doi.org/10.1093/oso/9780198714828.001.0001.
Повний текст джерелаAllern, Elin Haugsgjerd, and Tània Verge. Still Connecting with Society? Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198758631.003.0005.
Повний текст джерелаЧастини книг з теми "Anchorage test"
Wang, Lei. "Secondary Anchorage and Prestress Loss of Fractured Strand in PT Beams." In Strand Corrosion in Prestressed Concrete Structures, 167–91. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-2054-9_7.
Повний текст джерелаRen, Fei-fan, Zhuang Li, Guan Wang, and Qi-hua Zhao. "Centrifugal Model Tests on Anchorage Mechanism of Rockbolts Considering Tensile-Lateral Shearing Coupled Effect." In Proceedings of GeoShanghai 2018 International Conference: Fundamentals of Soil Behaviours, 101–11. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0125-4_11.
Повний текст джерелаZhao, T., C. Liu, and Y. Tan. "Pull-out rheological test of anchorage system and evolution characteristic study of interfacial stress." In Rock Mechanics: Achievements and Ambitions, 443–46. CRC Press, 2011. http://dx.doi.org/10.1201/b11438-87.
Повний текст джерелаCeroni, F., and M. Pecce. "Bond tests on concrete elements with CFRP and anchorage systems." In FRP Composites in Civil Engineering - CICE 2004, 153–61. Taylor & Francis, 2004. http://dx.doi.org/10.1201/9780203970850.ch14.
Повний текст джерелаHamilton, Martin. "The Concept of Cultural Genocide." In The Preservation of Art and Culture in Times of War, 129—C5.N120. Oxford University PressNew York, 2022. http://dx.doi.org/10.1093/oso/9780197610565.003.0006.
Повний текст джерела"Aquatic Stewardship Education in Theory and Practice." In Aquatic Stewardship Education in Theory and Practice, edited by Barbara A. Knuth. American Fisheries Society, 2007. http://dx.doi.org/10.47886/9781888569902.ch1.
Повний текст джерелаТези доповідей конференцій з теми "Anchorage test"
Gomes, Marcelo F., Eduardo Catalani, Daniel Rodrigues, and Klemer Santiago. "Energy Distribution at Safety Belt Anchorage Test." In 25th SAE BRASIL International Congress and Display. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2016. http://dx.doi.org/10.4271/2016-36-0280.
Повний текст джерелаTong-bin Zhao, Yun-liang Tan, and Ze Zhang. "Development of mechanical test platform for anchorage system and test on interface stress." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776211.
Повний текст джерелаShirai, Eiji, Kazutoshi Eto, Akira Umemoto, Toshiaki Yoshii, Masami Kondo, Masatsugu Monde, and Koichi Tai. "Inelastic Seismic Test of the Small Bore Piping and Support System: Part 1 — Seismic Proving Test of the Small Bore Piping System." In ASME 2008 Pressure Vessels and Piping Conference. ASMEDC, 2008. http://dx.doi.org/10.1115/pvp2008-61342.
Повний текст джерелаGuodong, Zheng. "Comparative Analysis of Finite Element Computation and Model Test of Anchorage." In 2015 8th International Conference on Intelligent Computation Technology and Automation (ICICTA). IEEE, 2015. http://dx.doi.org/10.1109/icicta.2015.82.
Повний текст джерела"Load Transfer Test of Post-Tensioned Anchorage Zones in High Strength Concrete." In Feb. 2017 International Conferences. EIRAI, 2017. http://dx.doi.org/10.17758/eirai.f0217314.
Повний текст джерелаKumar, Rakesh, and Aditya Malladi. "New Simulation Methodology for Improved Visual Interaction between Physical Test and CAE in Seat Anchorage Test." In International Mobility Conference. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2016. http://dx.doi.org/10.4271/2016-28-0226.
Повний текст джерелаJeffrey R Keaton. "Modified Slake Durability Test Applicability for Soil." In International Symposium on Erosion and Landscape Evolution (ISELE), 18-21 September 2011, Anchorage, Alaska. St. Joseph, MI: American Society of Agricultural and Biological Engineers, 2011. http://dx.doi.org/10.13031/2013.39209.
Повний текст джерелаGupta, Akshat. "Seat Belt Dynamic Test Performance Sensitivity to Anchorage Location Tolerance of 50 mm." In NuGen Summit. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2019. http://dx.doi.org/10.4271/2019-28-2398.
Повний текст джерелаDuraisamy, Youventharan, Rokiah Binti Othman, Mohd Arif Sulaiman, Ramadhansyah Putra Jaya, and Siti Noor Linda Taib. "Suitability of <i>Eugenia oleina</i> in Tropical Slope as Bio-Anchorage System." In World Sustainable Construction Conference Series 2022. Switzerland: Trans Tech Publications Ltd, 2023. http://dx.doi.org/10.4028/p-27d8m5.
Повний текст джерелаSharma, Mukesh, Ratnadeep Dewan, and Amit Singh. "Experimental Evaluation of Performance of Effective Upper Belt Anchorage (EUBA), Lower Belt Anchorage (LBA) and Floor Deformation under Different Test Configuration as per ECE R14." In SAE World Congress & Exhibition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2008. http://dx.doi.org/10.4271/2008-01-0185.
Повний текст джерелаЗвіти організацій з теми "Anchorage test"
Schiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Wet Specimens I (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, November 2020. http://dx.doi.org/10.55461/dqhf2112.
Повний текст джерелаSchiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Wet Specimens II (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, November 2020. http://dx.doi.org/10.55461/ldbn4070.
Повний текст джерелаMunter, J. A. Results of an aquifer test at Peters Creek, municipality of Anchorage, Alaska. Alaska Division of Geological & Geophysical Surveys, 1986. http://dx.doi.org/10.14509/1267.
Повний текст джерелаUpdike, R. G., and C. A. Ulery. A geotechnical cross section for downtown Anchorage using the electric-cone-penetration test. Alaska Division of Geological & Geophysical Surveys, 1986. http://dx.doi.org/10.14509/2402.
Повний текст джерелаSchiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component Test Program: Dry Specimens (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, November 2020. http://dx.doi.org/10.55461/vsjs5869.
Повний текст джерелаSchiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Cripple Wall Small-Component - Test Program: Comparisons (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, November 2020. http://dx.doi.org/10.55461/lohh5109.
Повний текст джерелаCobeen, Kelly, Vahid Mahdavifar, Tara Hutchinson, Brandon Schiller, David Welch, Grace Kang, and Yousef Bozorgnia. Large-Component Seismic Testing for Existing and Retrofitted Single-Family Wood-Frame Dwellings (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, November 2020. http://dx.doi.org/10.55461/hxyx5257.
Повний текст джерелаSchiller, Brandon, Tara Hutchinson, and Kelly Cobeen. Comparison of the Response of Small- and Large-Component Cripple Wall Specimens Tested under Simulated Seismic Loading (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, November 2020. http://dx.doi.org/10.55461/iyca1674.
Повний текст джерелаReis, Evan. Development of Index Buildings, (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, November 2020. http://dx.doi.org/10.55461/fudb2072.
Повний текст джерелаReis, Evan, Yousef Bozorgnia, Henry Burton, Kelly Cobeen, Gregory Deierlein, Tara Hutchinson, Grace Kang, et al. Project Technical Summary (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, December 2020. http://dx.doi.org/10.55461/feis4651.
Повний текст джерела