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Статті в журналах з теми "Bone bride"
Bobrik, Marina A., and Viktor K. Singkh. "A Witness of the Matrimonial Rituals from Old Novgorod. Inscription on a Bone from the 13th Century Excavated 2020." Slovene 10, no. 2 (2021): 22–40. http://dx.doi.org/10.31168/2305-6754.2021.10.2.2.
Повний текст джерелаMuhammad, Ahmad Baskam, and Andi Misuary. "Dampak Sosial Uang Panaik Terhadap Masyarakat Di Kabupaten Bone." Al-Azhar Islamic Law Review 4, no. 2 (July 30, 2022): 114–31. http://dx.doi.org/10.37146/ailrev.v4i2.186.
Повний текст джерелаStilborg, Ole. "Temper for the sake of coherence: Analyses of bone- and chaff-tempered ceramics from Iron Age Scandinavia." European Journal of Archaeology 4, no. 3 (2001): 398–404. http://dx.doi.org/10.1179/eja.2001.4.3.398.
Повний текст джерелаKubištová, Barbora, and Iva Jiskrová. "Some Effects on the Performance of the Czech Warm‑Blood Horse in the Horse Breeding Station (ŠCHK) – Měník." Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis 65, no. 5 (2017): 1537–42. http://dx.doi.org/10.11118/actaun201765051537.
Повний текст джерелаEber, Christine. "The Bone Bridge." Anthropology Humanism 28, no. 2 (December 2003): 208–9. http://dx.doi.org/10.1525/ahu.2003.28.2.208.
Повний текст джерелаWong, G., P. Randhawa, J. Stephens, and H. Saleh. "Fibrous dysplasia of the nasal bone: case reports and literature review." Journal of Laryngology & Otology 127, no. 11 (October 30, 2013): 1152–54. http://dx.doi.org/10.1017/s0022215113002430.
Повний текст джерелаYaremchuk, Michael J., and Yi-Chieh Chen. "Bridge of Bone Canthopexy." Aesthetic Surgery Journal 29, no. 4 (July 2009): 323–29. http://dx.doi.org/10.1016/j.asj.2009.07.001.
Повний текст джерелаKahle, Jason T., M. Jason Highsmith, John Kenney, Tim Ruth, Paul A. Lunseth, and Janos Ertl. "The effectiveness of the bone bridge transtibial amputation technique: A systematic review of high-quality evidence." Prosthetics and Orthotics International 41, no. 3 (December 20, 2016): 219–26. http://dx.doi.org/10.1177/0309364616679318.
Повний текст джерелаMilankov, Miroslav, and Dragan Savic. "Bone-Bridge Technique Not New." Arthroscopy: The Journal of Arthroscopic & Related Surgery 25, no. 2 (February 2009): 221. http://dx.doi.org/10.1016/j.arthro.2008.11.007.
Повний текст джерелаOzawa, Tomomichi, Susumu Omura, Eiji Fukuyama, Yoshiro Matsui, Katuyuki Torikai, and Kiyohide Fujita. "Factors Influencing Secondary Alveolar Bone Grafting in Cleft Lip and Palate Patients: Prospective Analysis Using CT Image Analyzer." Cleft Palate-Craniofacial Journal 44, no. 3 (May 2007): 286–91. http://dx.doi.org/10.1597/06-054.
Повний текст джерелаДисертації з теми "Bone bride"
Duarte, Ricardo José de Jesus. "Comparative study of the techniques to bridge the bone loss in T.K.A." Master's thesis, Universidade de Aveiro, 2011. http://hdl.handle.net/10773/7649.
Повний текст джерелаThis thesis objective was to study the biomechanical aspects of the di erent repair techniques of bone loss in the proximal tibia, in the revision of total knee arthroplasty. We sought to speci cally evaluate how each of the di erent techniques changes the load transfer to the supporting bone, thus gauging the potential for bone resorption or fatigue failure of the supporting bone. Was also assessed, in a comparative way, the stability of each repair construction of the bone defects, relatively to the solutions without bone defects. We also sought, in this work, to evaluate the e ect of the use of intramedullary stems when associated to di erent techniques. For this purpose, as a rst step, we tried to perform a detailed analysis of the knee joint in its anatomical and biomechanical aspects, with special focus on arthroplasty and its revision process. We selected the knee prosthesis P.F.C. Sigma as an element for the realization of the comparative study. The prosthetic metal elements used in the di erent bone replacement constructions were also the same model, hemi-wedge, wedge and block total. As a complement two more bone repair techniques were also compared: using only bone cement in contrast with the use of a bovine bone graft. In the following phase experimental models were developed using the tibia in composite material, where the bone defects were created and the di erent techniques applied during "in vitro" surgeries. In order to assess the changes of load transfer and stability in the region annexed to the bone defect were placed gauges, allowing the evaluation of the models main surface deformations, as well as the use of video techniques for assessing the stability of the tibial plateau in the di erent techniques. These models were subjected to a severe case of load on the medial condyle where the defect is located, proceeding to evaluation and comparison of results of deformation and stability of the bone plate. At a later stage we proceeded to the development of nite element numerical models that seek to replicate the models evaluated experimentally. The models were subjected to two load cases, one case identical to the one applied in experimental models that allowed the validation of numerical models and another load case representing a physiological load condition during the walking cycle. The numerical models have allowed the assessment of biomechanical parameters, not eligible for evaluation before, using experimental models. Thereby the strains imposed on cortical and cancellous bone in the vicinity of the defect and in the interface with this have been analysed. These same models were compared with results obtained in experimental models in order to assess their correlation. The experimental and numerical results obtained allow us to show a good correlation between these numerical models demonstrating that they are able to faithfully replicate the behaviour of experimental models. The results obtained in both types of models show changes in load transfer and stability between the di erent types of techniques. The models with full wedge and block, on average, increased the strains on the medial side (the one with defect) of the cortical bone adjacent to the implant when compared with the bone and cement graft model and metallic hemi-wedge. However is during the construction with bovine bone graft that takes place the maximum increment of strain in cortical bone, on the medial side. These increases observed in the cortical bone for larger buildings is opposite to the behavior observed in the cancellous bone at the implant interface, in which case these constructions originate a reduction of deformation on the solution without defect. So the more invasive solutions potentiate the risk of fatigue damage in cortical bone and simultaneously increase the risk of bone resorption in the adjacent cancellous bone. In terms of stability only the metallic block implant proved to be signi cantly more stable than the other techniques. The additional stability provided by stems was felt only in less invasive constructions with the use of bone cement and hemi-wedge. The experimental and numerical results obtained allow us to show a good correlation between these numerical models demonstrating that they are able to faithfully replicate the behaviour of experimental models. The results obtained in both types of models show changes in load transfer and stability between the di erent types of techniques. The models with full wedge and block, on average, increased the strains on the medial side (the one with defect) of the cortical bone adjacent to the implant when compared with the bone and cement graft model and metallic hemi-wedge. However is during the construction with bovine bone graft that takes place the maximum increment of strain in cortical bone, on the medial side. These increases observed in the cortical bone for larger buildings is opposite to the behavior observed in the cancellous bone at the implant interface, in which case these constructions originate a reduction of deformation on the solution without defect. So the more invasive solutions potentiate the risk of fatigue damage in cortical bone and simultaneously increase the risk of bone resorption in the adjacent cancellous bone. In terms of stability only the metallic block implant proved to be signi cantly more stable than the other techniques. The additional stability provided by stems was felt only in less invasive constructions with the use of bone cement and hemi-wedge.
Nesta tese foi objectivo estudar os aspectos biomecânicos das diferentes técnicas de colmatação de perda óssea na tibia proximal aquando da revisão da artroplastia total do joelho. Procurou-se especi camente avaliar como cada uma das diferentes técnicas altera a transferência de carga ao osso de suporte, aferindo assim potenciais riscos de reabsorção óssea ou mesmo falha por fadiga do osso de suporte. Foi também avaliada de uma forma comparativa a estabilidade de cada construção de colmatação do defeito relativamente à solução sem defeito ósseo. Procurou-se também nesta tese avaliar o efeito da utilização da haste intramedular quando associada às diferentes técnicas. Para o efeito numa primeira fase procurou-se realizar uma analise detalhada à articulação do joelho na sua vertente anatómica e biomecânica com especial enfoque na artroplastia e no processo de revisão desta. Foi seleccionada a prótese do joelho P.F.C. Sigma como elemento para a realização do estudo comparativo, os elementos protésicos metálicos utilizados nas diferentes construções da substituição óssea foram também do mesmo modelo; hemi-cunha, cunha total e bloco. Em complemento foram também comparadas mais duas técnicas de colmatação óssea; uma com recurso apenas ao cimento ósseo e outra com a utilização de um enxerto de osso bovino. Na fase seguinte desenvolveram-se modelos experimentais com recurso à tibia em material compósito, onde os defeitos ósseos foram gerados e as diferentes técnicas de colmatação aplicadas através da realização de cirurgias "in-vitro". A m de aferir as alterações de transferência de carga e estabilidade foram colocados extensometros na região anexa ao defeito permitindo a avaliação das deformações principais na superfície dos modelos, assim como recorreu-se a utilização de técnicas de vídeo para avaliação da estabilidade do prato tibial nas diferentes técnicas. Estes modelos foram submetidos a um severo caso de carga no condilo medial onde se situa o defeito, tendo-se procedido à avaliação e comparação dos resultados das deforma ções no osso e estabilidade do prato. Numa fase posterior procedeu-se ao desenvolvimento de modelos numéricos de elementos nitos que procuram replicar os modelos avaliados experimentalmente. Este modelos foram submetidos a dois casos de carga, um idêntico ao aplicado nos modelos experimentais que permitiu a validação destes modelos numéricos e um outro caso de carga representativo de uma condição de carga mais siológica durante o ciclo de marcha. Este modelos numéricos permitiram a avaliação de parâmetros biomecânicos não passíveis de avaliação com recurso aos modelos experimentais anteriores. Foram assim analisadas as deformações impostas aos osso cortical e esponjoso na vizinhança do defeito e na interface com este. Estes mesmos modelos foram comparados com os resultados obtidos nos modelos experimentais de forma a avaliar a sua correlação. Os resultados experimentais e numéricos obtidos permitiram evidenciar boa correlação entre estes demonstrando que os modelos numéricos são capazes de replicar com delidade o comportamento dos modelos experimentais. Os resultados obtidos em ambos os tipos de modelos evidenciam alterações de transferência de carga e estabilidade entre os diferentes tipos de técnicas. Os modelos com cunha total e bloco aumentaram em média as deformações no lado medial (lado do defeito) do osso cortical adjacente ao implante quando comparados com o modelo de colmatação só com cimento ósseo e hemicunha. No entanto, os valores de máximos de incremento de deformação no osso cortical no lado medial ocorram para a construção com enxerto ósseo bovino. Estes incrementos observados no osso cortical para as construções de maior dimensão é oposto ao comportamento observado no osso esponjoso na interface com o implante, pois neste caso estas construções originam uma redução das deformações relativamente à solução sem defeito. Assim, temos que as soluções mais invasivas potenciam o risco de dano por fadiga óssea do osso cortical e simultaneamente potencializam o risco de reabsorção óssea no osso esponjoso adjacente. Em termos de estabilidade apenas a construção com bloco se revelou signi cativamente mais estável que as restantes técnicas. O efeito adicional de estabilidade das hastes apenas se fez sentir nas construções menos invasivas com recurso ao cimento ósseo e hemi-cunha.
Sumbalová, Lenka. "Bioinformatický nástroj pro návrh disulfidických můstků v proteinové struktuře." Master's thesis, Vysoké učení technické v Brně. Fakulta informačních technologií, 2016. http://www.nusl.cz/ntk/nusl-255430.
Повний текст джерелаShearrer, Andrew Joseph. "Sustainable and durable bridge decks." Thesis, Kansas State University, 2014. http://hdl.handle.net/2097/17646.
Повний текст джерелаDepartment of Civil Engineering
Robert J. Peterman
Epoxy polymer overlays have been used for decades on existing bridge decks to protect the deck and extend its service life. The polymer overlay’s ability to seal a bridge deck is now being specified for new construction. Questions exist about the amount of drying time needed to achieve an acceptable concrete moisture content to ensure an adequate bond to the polymer overlay. Current Kansas Department of Transportation (KDOT) specifications for new bridge decks call a 14 day wet curing period followed by 21 days of drying (Kansas DOT, 2007) If not enough drying is provided, the moisture within the concrete can form water vapor pressure at the overlay interface and induce delamination. If too much drying time is provided projects are delayed, which can increase the total project cost or even delay overlay placement until the next spring. A testing procedure was developed to simulate a bridge deck in order to test the concrete moisture content and bonding strength of the overlay. Concrete slabs were cast to test typical concrete and curing conditions for a new bridge deck. Three concrete mixtures were tested to see what effect the water –cement ratio and the addition of fly ash might have on the overlay bond strength. Wet curing occurred at 3 different temperatures (40°F, 73°F, and 100°F) to see if temperature played a part in the bond strength as well. The concrete was then allowed to dry for 3, 7, 14, or 21 days. Five epoxy-polymer overlay systems that had been preapproved by KDOT were each used in conjunction with the previously mentioned concrete and curing conditions. After, the slabs were setup to perform pull-off tests to test the tensile rupture strength. The concrete slabs with the different epoxy overlays were heated to 122-125°F to replicate summer bridge deck temperatures. Half of the pull-off tests were performed when the slabs were heated and half were performed once the slabs had cooled back down to 73°±5°F. Results from the pull-off tests as well as results from a moisture meter taken on the concrete prior to the overlay placement were compared and analyzed. Testing conditions were compared with each other to see which had a larger effect on the epoxy polymer overlay’s bond strength.
Perkins, Jake. "Concrete fluidity effects on bond of prestressed tendons for lightweight bridge girders." Thesis, Manhattan, Kan. : Kansas State University, 2008. http://hdl.handle.net/2097/1080.
Повний текст джерелаAtanassova, Evelina. "Should I Bridge or Should I Bond? Social Capital Strategies and Contingencies." Thesis, Université Paris-Saclay (ComUE), 2016. http://www.theses.fr/2016SACLH018/document.
Повний текст джерелаMy dissertation expands the line of inquiry of the contingent value of social capital to individual performance by raising three novel questions. In the first essay of my dissertation I focus on “How to bridge and how to bond” and propose a new theoretical framework for analyzing social capital, which deconstructs its major function beyond bridging or bonding into its substance as social relations versus position in network structure. Considering these two dimensions of social network analysis I propose four distinct sources of social capital that have different predictive value for individual achievements: bridging network, bridging relations, bonding network and bonding relations. The lead question in the second chapter of my dissertation is “When to bridge and when to bond”. Joining the research on the contingent value of social capital, I look at organization and individual level factors to predict the value of each social capital source to performance and theorize about the strategies individuals should pursue in order to achieve better performance. In the third essay I ask “Should one start with bridging or with bonding?” Building on the categorization proposed in the first chapter I investigate the most successful social capital path to on-the-job performance
DeFreese, James Michael. "Glass Fiber Reinforced Polymer Bars as the Top Mat Reinforcement for Bridge Decks." Thesis, Virginia Tech, 2001. http://hdl.handle.net/10919/36289.
Повний текст джерелаMaster of Science
Markosian, Nicholas. "Calcium Sulfoaluminate Cement Concrete for Prestressed Bridge Girders: Prestressing Losses, Bond, and Strength Behavior." DigitalCommons@USU, 2019. https://digitalcommons.usu.edu/etd/7474.
Повний текст джерелаHockerman, Samantha Jo. "Laboratory testing of precast bridge elements, verification of post-tensioning forces and construction documentation of the Boone County IBRC accelerated bridge replacement project." [Ames, Iowa : Iowa State University], 2007.
Знайти повний текст джерелаHaramis, John Emmanuel II. "Investigation of Bond Strength and Watertightness of Asphalt Concrete Wearing Surfaces for Timber Bridge Decks." Thesis, Virginia Tech, 1997. http://hdl.handle.net/10919/36954.
Повний текст джерелаThe testing regime used in this research to evaluate watertightness and bond performance incorporated three parameters: three waterproofing membranes, two wood preservative treatments, and two environmental degradation conditions induced by temperature cycling in a moisture saturated condition. Control groups were evaluated for each study parameter and duplicate specimens were prepared and tested for each of the study parameters. A total of 160 specimens were constructed and tested.
Watertightness of each system was determined by measuring the electrical impedance across a test specimen perpendicular to the direction of bond orientation in the pavement. The bond strength between each material of the paving systems was assessed using a shear test apparatus designed and built for this study.
In addition to the laboratory constructed specimens, three drilled cores were taken from a bridge located on Creekside Drive in East Pennsboro Township, Pennsylvania. The deck was constructed using the new design proposed in this research and each core was tested for watertightness and bond strength.
Results of watertightness testing indicated that low temperature environments appear to be most detrimental to system integrity in both the existing and proposed paving system configurations examined in this research. In general, each membrane appeared to perform equally well in the proposed paving system configuration as well as with all of the wood preservative treatments used in the existing pavement system.
Bond strength between asphalt and wood with no membrane was observed to be nonexistent whether or not any preservative treatment was present. The placement of a membrane between these two layers did, however, result in a significant increase in bond strength because each membrane tested was able to adhere to the wood base better than the asphalt overlay. This gain is strength was significantly offset when petroleum solvent based preservative treatments were present in the wood substrate. Protectowrap M400 membrane performed slightly better than the other membranes when used with untreated wood, but all of the membranes performed equally when preservative treatments were present. The highest interlayer bond strengths (asphalt/asphalt or asphalt/wood) observed in this research occurred when asphalt concrete surface material was placed directly on top of asphalt concrete base material, however the addition of a membrane between the asphalt lifts consistently reduced this strength. The results of bond testing indicate that the proposed system will perform better in terms of shoving in the pavement overlay. Based on bond test results of cores taken from the Creekside Drive bridge, it appears that a shear strength greater than 25 psi after 200 low temperature exposure cycles will provide acceptable paving system performance in a low temperature (0-40ºF) environment.
Master of Science
Atta, M. O. A. "A comparative study of the bond strength of chemical and mechanical retention systems for direct bonded bridge retainers." Thesis, King's College London (University of London), 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.320471.
Повний текст джерелаКниги з теми "Bone bride"
The bone bridge: A brother's story. Los Angeles: Dagmar Miura, 2015.
Знайти повний текст джерелаKing, Phillip. Your deal, Mr. Bond. London: B.T. Batsford, 1997.
Знайти повний текст джерелаSkeens, Joe R. Floyd County, Kentucky, marriage bond books. Prestonburg, Kentucky: East Kentucky Press, Inc., 2014.
Знайти повний текст джерелаBond, Priscilla. A Maryland bride in the Deep South: The Civil War diary of Priscilla Bond. Baton Rouge, LA: Louisiana State University Press, 2006.
Знайти повний текст джерела1969-, Harrison Kimberly, ed. A Maryland bride in the Deep South: The Civil War diary of Priscilla Bond. Baton Rouge: Louisiana State University Press, 2006.
Знайти повний текст джерелаMurray, Nicholas Russell. Bond Co IL Marriages V1 1817-1915: Computer Indexed Illinois Marriage Records by Nicholas Russell Murray. 3878 W 3200 S, Salt Lake City, UT 84120-2154 USA ph.801-966-1611 genealogy@juno.com (First published 1986 in Hammond, LA USA): Hunting for Bears Genealogical Society and Library, 1986.
Знайти повний текст джерелаRamakrishnan, V. The determination of the permeability, density, and bond strength of non-metallic fiber reinforced concrete in bridge deck overlay applications. Pierre, SD: South Dakota Dept. of Transportation, Office of Research, 2000.
Знайти повний текст джерелаIbrāhīm, ʻAbd Allāh ʻAlī. Assaulting with words: Popular discourse and the bridle of sharīʻah. Evanston, Ill: Northwestern University Press, 1994.
Знайти повний текст джерелаChaker, Sarah, and Axel Petri-Preis, eds. Tuning up! The Innovative Potential of Musikvermittlung. Bielefeld, Germany: transcript Verlag, 2022. http://dx.doi.org/10.14361/9783839456811.
Повний текст джерелаNew Jersey. Legislature. General Assembly. Transportation, Communications & High Technology Committee. Public hearing before Assembly Transportation, Communications, and High Technology Committee, Senate Bill 1033 (3rd OCR): (New Jersey Bridge Rehabilitation and Improvement Bond Act of 1987, authorizes a $200 million bond issue for rehabilitation and improvement of bridges) : September 10, 1987, Room 407, State House Annex, Trenton, New Jersey. Trenton, N.J: The Committee, 1987.
Знайти повний текст джерелаЧастини книг з теми "Bone bride"
Altintas, Burak, Jonathan A. Godin, Erik M. Fritz, and Peter J. Millett. "Anterior Instability with Bone Avulsion: Bony Bankart Bridge Procedure." In Advanced Techniques in Shoulder Arthroscopy, 113–21. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-13503-4_11.
Повний текст джерелаSchaad, Martin P. C. "‘Bridge-Building’ or." In Bullying Bonn, 115–34. London: Palgrave Macmillan UK, 2000. http://dx.doi.org/10.1057/9780333981054_5.
Повний текст джерелаEl-Rosasy, Mahmoud A. "Acute Shortening and Re-lengthening to Bridge Bone Defects." In Limb Lengthening and Reconstruction Surgery Case Atlas, 1–6. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-02767-8_286-1.
Повний текст джерелаWu, Jian-hong, and Xue Zhang. "Impact of climate change on co-feeding transmission." In Climate, ticks and disease, 270–75. Wallingford: CABI, 2021. http://dx.doi.org/10.1079/9781789249637.0039.
Повний текст джерелаEl-Rosasy, Mahmoud A. "Case 51: Acute Shortening and Re-lengthening to Bridge Bone Defects." In Limb Lengthening and Reconstruction Surgery Case Atlas, 341–45. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-18020-5_286.
Повний текст джерелаZeng, Jing, and Huanyun Dai. "The Dynamic Simulation Of Vehicle–Bridge Interactions Using Bond Graph Technique." In The Dynamics of Vehicles on Roads and on Tracks, 591–602. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003210900-44.
Повний текст джерелаLiu, Zhenning, Yong Li, and Rodrigo Astroza. "Parameter Estimation of a Shake-Table Tested Bridge Column with Bond-Slip Effect Using Stochastic Inference." In Lecture Notes in Civil Engineering, 211–23. Singapore: Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0511-7_19.
Повний текст джерелаElcheikh, Zeina. "Palmyra: Bridging Past and Future." In 50 Years World Heritage Convention: Shared Responsibility – Conflict & Reconciliation, 163–73. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-05660-4_13.
Повний текст джерелаYun, Kyong-Ku, Kyeo-Re Lee, Seung-Yeon Han, and Kyong Namkung. "Effect of Hydrodemolition and Cutting Diameter of Pull-off Test on the Bond Strength of LMC Bridge Deck Pavement." In RILEM Bookseries, 641–46. Dordrecht: Springer Netherlands, 2016. http://dx.doi.org/10.1007/978-94-024-0867-6_90.
Повний текст джерелаFahmy, Mohamed F. M., Z. S. Wu, and G. Wu. "Effect of Bond Parameters on Recoverability of RC Bridge Columns Reinforced with Ordinary Rebars and Steel Fiber Composite Bars." In Advances in FRP Composites in Civil Engineering, 325–29. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_70.
Повний текст джерелаТези доповідей конференцій з теми "Bone bride"
Slaoui, Idriss, Makeda K. Stephenson, Huma Abdul Rauf, Douglas E. Dow, and Sally S. Shady. "Stress Analysis of Bone Scaffold Designed for Segmental Bone Defects." In ASME 2015 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/imece2015-53398.
Повний текст джерелаWang, Hongsheng, Tony Chen, Albert Gee, Ian Hutchinson, Kirsten Stoner, Russell Warren, and Suzanne Maher. "Meniscal Allografts: Biomechanical Consequences of Different Methods of Fixation." In ASME 2013 Summer Bioengineering Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/sbc2013-14519.
Повний текст джерелаLeng, Huijie, Jeffry S. Nyman, Xuanliang Dong, Michael J. Reyes, and Xiaodu Wang. "A Semi-Empirical Constitutive Model for Post Yield Behavior of Bone in Tension." In ASME 2007 Summer Bioengineering Conference. American Society of Mechanical Engineers, 2007. http://dx.doi.org/10.1115/sbc2007-176237.
Повний текст джерелаZhou, Yan, Chaodi Li, John E. Renaud, and James J. Mason. "Strengthening of Bone Cement by Shape Optimization of Short Fibers." In ASME 2003 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2003. http://dx.doi.org/10.1115/detc2003/dac-48793.
Повний текст джерелаGao, Qi, Zhiqiang Wang, Tao Zhang, Xingfei Yan, and Tong Yang. "Pseudo-Static Tests of Precast Bridge Pier with Half Grouted Sleeves." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.0920.
Повний текст джерелаBose, S., J. Darsell, R. Kintner, K. Feely, H. L. Hosick, and A. Bandyopadhyay. "Controlled Porosity Ceramics for Bone Graft Applications." In ASME 2000 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/imece2000-1945.
Повний текст джерелаRusso, Alessandro, Silvia Panseri, Tatiana Shelyakova, Monica Sandri, Chiara Dionigi, Alessandro Ortolani, Steve Meikle, et al. "Critical Long Bone Defect Treated by Magnetic Scaffolds and Fixed by Permanent Magnets." In ASME 2013 2nd Global Congress on NanoEngineering for Medicine and Biology. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/nemb2013-93193.
Повний текст джерелаPhinney, Leslie M., Edward S. Piekos, and Jaron D. Kuppers. "Bond Pad Effects on Steady State Thermal Conductivity Measurement Using Suspended Micromachined Test Structures." In ASME 2007 International Mechanical Engineering Congress and Exposition. ASMEDC, 2007. http://dx.doi.org/10.1115/imece2007-41349.
Повний текст джерелаAguilar-Justo, M. O., and C. A. de Luna-Ortega. "FDI with hybrid bond graphs in the full bridge inverter." In 2011 8th International Conference on Electrical Engineering, Computing Science and Automatic Control (CCE 2011). IEEE, 2011. http://dx.doi.org/10.1109/iceee.2011.6106697.
Повний текст джерелаBjornstad, Jami M., Casimir J. Bognacki, and Joseph Marsano. "George Washington Bridge Asphalt-Wearing Course and Bond Coat Analysis." In Airfield and Highway Pavements 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41005(329)51.
Повний текст джерелаЗвіти організацій з теми "Bone bride"
Cleary, Douglas, and J. Ramirez. Bond of Epoxy Coated Reinforcing Steel in Concrete Bridge Decks : Informational Report. West Lafayette, IN: Purdue University, 1989. http://dx.doi.org/10.5703/1288284314165.
Повний текст джерелаFrosch, Robert, and Ali Pay. Implementation of a Non-Metallic Reinforced Bridge Deck, Volume 1: Bond Behavior. West Lafayette, IN: Purdue University, 2006. http://dx.doi.org/10.5703/1288284314222.
Повний текст джерелаFrosch, Robert, and A. Pay. Implementation of a Non-Metallic Reinforced Bridge Deck, Volume 1: Bond Behavior. Purdue University Press, 2006. http://dx.doi.org/10.5703/1288284313383.
Повний текст джерелаAndrawes, Bassem, Ernesto Perez Claros, and Zige Zhang. Bond Characteristics and Experimental Behavior of Textured Epoxy-coated Rebars Used in Concrete Bridge Decks. Illinois Center for Transportation, January 2022. http://dx.doi.org/10.36501/0197-9191/22-001.
Повний текст джерелаRamirez, J., and Michael Appelhans. Performance-Related Specifications for Concrete Bridge Superstructures, Volume 4: Bond of Epoxy-Coated Bars with Thicker Coatings. West Lafayette, IN: Purdue University, 2002. http://dx.doi.org/10.5703/1288284313292.
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