Gotowe bibliografie tematyczne / Anchorage

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Gotowa bibliografia na temat „Anchorage”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 25 lipca 2025

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Artykuły w czasopismach na temat "Anchorage"

Huang, Fei Xin, Hai Bo Jiang, Chun Gen Wei, Shi Wu Ouyang, and Xiang Long. "The Finite Element Analysis of the End Anchorage under Larger Prestressing Load in Rehabilitation Engineering." Advanced Materials Research 97-101 (March 2010): 4395–98. http://dx.doi.org/10.4028/www.scientific.net/amr.97-101.4395.

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Anchorages are the most important structure in the bridge’s rehabilitation engineering under external prestressing load, whose stress distribution is complex, it is necessary to carry out a detailed and careful structure analysis of anchorages. The inspection and strengthening design of an extra-large Bridge in Dongpu of Guangzhou City was taken for the background in the paper, the longitudinal stress, transverse stress and vertical stress of the end anchorage were given before and after adding concrete block, through finite element analysis of the end anchorage under larger prestressing load

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Wang, Wen Yuan, Guo Lei Tang, Zi Jian Guo, Xiang Qun Song, and Peng Cheng Du. "Study on the Impact of Inner Anchorage on Waterway Traffic Capacity." Applied Mechanics and Materials 438-439 (October 2013): 2013–16. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.2013.

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As the number of calling ships in container terminals rises, waterways in some harbors have become the major constraint to the overall performance of the ports service. By constructing anchorages, the congestion that happens frequently in harbor can be effectively eased, thus the traffic capacity is greatly enhanced. The purpose of this paper is to study the impact of anchorage number on waterway traffic capacity and provide theoretical foundation when deciding the anchorage scale. A simulation method with consideration of anchorages is adopted to analyze the vessels entering and departing pro

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Long, 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.

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The shear effects on the anchorage interfaces under seismic action is a key problem requiring urgent investigation in the field of rock and soil anchorages. In this paper, the model of rock slope with a weak layer was constructed by pouring, and the large-scale shaking table model test was completed. The shear strain on the anchorage interfaces and the acceleration of the slope were collected using built measurement systems. The shear effects on the two anchorage interfaces (a bolt-grout interface and a grout-rock interface) and seismic responses of the slope under seismic action were investig

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Mazhari, Marzieh, Mehrnaz Moradinejad, Mohsen Mazhary, Atefe Rekabi, and Vahid Rakhshan. "Effects of Rigid and Nonrigid Connections between the Miniscrew and Anchorage Tooth on Dynamics, Efficacy, and Adverse Effects of Maxillary Second Molar Protraction: A Finite Element Analysis." BioMed Research International 2022 (October 14, 2022): 1–33. http://dx.doi.org/10.1155/2022/4714347.

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Introduction. Direct, rigid indirect, and nonrigid indirect absolute anchorages using temporary anchorage devices (TADs, mini-implants/miniscrews) can provide promising opportunities for challenging, yet common, orthodontic tooth movements such as molar protraction. Rigid rectangular wire and ligature wire are the most common methods of attaching a tooth to a miniscrew in indirect anchorages. We aimed to provide a comparison of the rigidity of the connecting wire in terms of stress on the miniscrew, the anchorage loss, and the risk of root resorption using finite element analysis (FEA). Method

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Lim, Hyunsung, Seunghwan Seo, Junyoung Ko, and Moonkyung Chung. "Effect of Joint Characteristics and Geometries on Tunnel-Type Anchorage for Suspension Bridge." Applied Sciences 11, no. 24 (2021): 11688. http://dx.doi.org/10.3390/app112411688.

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In this study, the pull-out behavior of a tunnel-type anchorage was examined by considering both geometric and rock joint characteristics. Three-dimensional finite element analyses were performed with reference to the tunnel-type anchorage cases designed and constructed in Korea. The factors influencing the anchorage response were analyzed: the enlarged part, anchorage spacing, joint orientation, spacing, and the shear strength of the rock joints. According to the numerical studies, the size of the enlarged part influenced the failure shape of the tunnel-type anchorage. It was found that the a

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Otaren, Joseph, and Idia Iyamu. "Application of Temporary Anchorage Devices in Orthodontics: A Literature Review." Cross River Journal of Medicine 2, no. 1 (2023): 24. http://dx.doi.org/10.5455/crjmed.147164.

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Anchorage control is one of the most essential keys for success in clinical orthodontics. Anchorage loss is a primary concern associated with orthodontic procedures. Numerous devices have been proposed and used for over a century to get the appropriate anchorage. Extraoral anchorages such as headgears or facemasks are the most effective tools but are limited because their effectiveness depends on patient compliance. Using skeletal anchorage, such as Temporary Anchorage Devices (TADs), to retract anterior maxillary teeth is an old technique developed in 1945. Despite their small diameter and sh

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Ryu, Ji-In, Seoung-Won Cho, So-Hee Oh, et al. "A Novel Approach Using Customized Miniplates as Skeletal Anchorage Devices in Growing Class III Patients: A Case Report." Applied Sciences 10, no. 12 (2020): 4067. http://dx.doi.org/10.3390/app10124067.

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Facemasks using tooth-borne anchorages have been used primarily for the treatment of Class III malocclusion with maxillary undergrowth. However, when using a tooth as an anchorage, if the stability of the tooth used as an anchor is weak, the anchoring function may fail as the tooth tilts. Meanwhile, the use of skeletal anchorages such as implants, mini-implants, and mini-plates has been claimed to minimize the side effects of using dental anchorage. This case report describes the treatment of a six-year-old male patient with Class III malocclusion, presenting maxillary undergrowth and mandibul

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Li, Yalong, Taining Shi, Yafeng Qiu, Yuanlin Zhu, and Longkang Zhang. "Anchorage Research for CFRP Tendons: A Review." Materials 17, no. 13 (2024): 3208. http://dx.doi.org/10.3390/ma17133208.

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Carbon fiber reinforced polymer (CFRP) tendons are composite materials that offer significant advantages in terms of tensile strength and lightweight properties. They are being increasingly utilized in the construction industry, particularly in bridge cables and building structures. However, due to their relatively poor transverse mechanical properties compared to steel cables, securing these tendons with anchors presents a challenge. This paper reviews the structure and force characteristics of three types of anchors for CFRP tendons—clamping anchorage, bonded anchorage, and composite anchora

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Liu, Zihao, Dan Zhou, Zhongyi Zheng, Zhaolin Wu, and Longhui Gang. "An Analytic Model for Identifying Real-Time Anchorage Collision Risk Based on AIS Data." Journal of Marine Science and Engineering 11, no. 8 (2023): 1553. http://dx.doi.org/10.3390/jmse11081553.

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With the increasing volume of ship traffic, maritime traffic safety is facing a great challenge because the traffic in port becomes more and more crowded and complicated, which will make ship collisions more likely to happen. As a special water area of the port, the anchorage is also threatened by collision risk all the time. For accurately assessing the collision risk in anchorage and its adjacent waters in real time, this paper proposed an analytic model based on Automatic Identification System (AIS) data. The proposed anchorage collision risk model was established in microscopic, macroscopi

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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 (2014): 100–105. http://dx.doi.org/10.1590/2176-9451.19.1.100-105.oar.

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OBJECTIVE: To compare dental and skeletal anchorages in mandibular canine retraction by means of a stress distribution analysis. METHODS: A photoelastic model was produced from second molar to canine, without the first premolar, and mandibular canine retraction was simulated by a rubber band tied to two types of anchorage: dental anchorage, in the first molar attached to adjacent teeth, and skeletal anchorage with a hook simulating the mini-implant. The forces were applied 10 times and observed in a circular polariscope. The stresses located in the mandibular canine were recorded in 7 regions.

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Rozprawy doktorskie na temat "Anchorage"

Jambi, Safa Abdulsalam A. "Investigations into orthodontic anchorage." Thesis, University of Manchester, 2014. https://www.research.manchester.ac.uk/portal/en/theses/investigations-into-orthodontic-anchorage(b3769a47-e782-4b85-b8b4-21cb186e0fdd).html.

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Background and objectives: The control of anchorage is integral to successful orthodontic treatment. The objective of this research was to undertake three related projects to evaluate methods of increasing anchorage with the aim of adding to orthodontic knowledge and improve methods of treatment delivery. Methods: Two Cochrane systematic reviews were undertaken according to the methods published in the Cochrane Handbook for Systematic Reviews of Interventions, version 5.1.0. The influence of functional appliances on tooth position and the extraction decision was performed as a retrospective st

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Theil, Ian. "Anchorage-dependent mammalian cell culture." Thesis, McGill University, 1992. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=56768.

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Genetically engineered anchorage-dependent human embryonic kidney (293) cells were cultured at 37$ sp circ$C on 1 mm thick sheets of a fibrous polymeric matrix having an average fibre diameter of 10.2 $ mu$m and a void fraction of 0.81 using Dulbecco's Modified Eagle's Medium (DMEM) supplemented with 10% fetal bovine serum (FBS) and 2.5 mM glutamine. Immobilization efficiencies above 70% were observed when cells were added to 100 mL spinner flasks (operating at 60 rpm) containing 70 mL of medium and two 1 x 1 cm squares of matrix (total gross area of 2 cm$ sp2$) fastened to the base of the sti

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Camli, Umit Serdar. "Anchorage Strength Of Fiber Reinforced Polymers." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606752/index.pdf.

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Fiber reinforced polymers (FRPs) have gained popularity in upgrade projects for reinforced concrete structural elements within the last decade because of its ease of application and high strength-to-weight ratio. In the design of an effective retrofitting solution by means of an FRP system, the anchorage capacity has an important role. This study presents the results of an experimental program conducted to determine the strength of carbon fiber reinforced polymers (CFRPs) bonded to concrete prisms or hollow clay tiles that are finished with or without plaster. In the experimental program, diff

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Tsui, Wai-kin, and 徐偉堅. "Bone anchorage for orthodontic tooth movement." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2010. http://hub.hku.hk/bib/B44661605.

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Littlejohn, G. S. "Studies relating to ground anchorage systems." Thesis, University of Edinburgh, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.653958.

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This thesis comprises 28 papers which illustrate the nature and direction of development work and associated research undertaken between 1965 and 1993 on soil and rock anchorage systems. The research was performed in order to obtain a basic understanding of the behaviour of newly developed anchorage systems in a variety of ground types and conditions, in order to improve anchorage designs, construction methods and testing procedures, and thereby encourage the safe and economic application of ground anchorages worldwide. Field development of anchorage construction methods in gravels, sand, clay

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Ivanović, Ana. "The dynamic response of ground anchorage systems." Thesis, University of Aberdeen, 2001. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=165281.

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This thesis describes the development of the lumped parameter model and the results obtained from it. In order to fully utilise the response signatures obtained from GRANIT, it is essential to understand the effect of the various components of the 'complete ground anchorage system' such as protruding free and fixed length of the anchorage, anchorage head assembly, affected and non-affected rock mass. In order to monitor each subsystem and its dynamic response to potential changes/failures, the anchorage system, in its simplest form, is represented by the model which comprises seven masses and

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Ibell, Timothy. "Behaviour of anchorage zones for prestressed concrete." Thesis, University of Cambridge, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.259477.

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Hao, Jinde. "Dynamic responses of soil anchorages using numerical and centrifuge modelling techniques." Thesis, Available from the University of Aberdeen Library and Historic Collections Digital Resources, 2008. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?application=DIGITOOL-3&owner=resourcediscovery&custom_att_2=simple_viewer&pid=24846.

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Muhamad, Khairussaleh Nor A. "Fatigue of cable anchorage on cable stayed bridge." Thesis, University of Surrey, 2016. http://epubs.surrey.ac.uk/811083/.

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Studies have shown that the connection details used for cable anchorage blocks on cable-stayed bridges have the potential for fatigue damage due to fluctuating stresses generated by the cyclic traffic loads passing over the bridge. To investigate the fatigue damage and determine the remaining fatigue life of a cable anchorage block used on a cable-stayed bridge, finite element (FE) analyses were undertaken by using the Fatigue Load Model 4 (FLM 4) proposed by the Eurocodes to identify the most fatigue-critical locations within the details. One of the main objectives of this research was to ide

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Hui, Macarious Kin Fung. "Anchorage of stirrups in prestressed concrete I-girders." Thesis, University of British Columbia, 2016. http://hdl.handle.net/2429/57783.

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The current research investigates the performance of commonly-used non-code-compliant stirrup detailing in concrete I-girder bridges, specifically when the lower hooks on the stirrups are oriented parallel to the longitudinal prestressing strands and are not bent around any longitudinal bars. Such detailing does not meet the specifications in the Canadian Highway Bridge Design Code CSA S6-06. An experimental investigation was conducted on full-scale partial sections of a concrete I-girder to evaluate the performance of such non-code-compliant stirrup anchorages by comparing their performance t

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Książki na temat "Anchorage"

Oberle, Joseph. Anchorage. Dillon Press, 1990.

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Aamodt, Bjørn. Anchorage: Dikt. 2nd ed. Gyldendal, 1997.

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Xu, Tian Min, ed. Physiologic Anchorage Control. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-48333-7.

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Sandström, Sven. Anchorage of imagination. Almqvist & Wiksell International, 1987.

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B, Hasselwander Gerard, and American Concrete Institute, eds. Anchorage to concrete. American Concrete Institute, 1987.

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Wunderlich, Mark. The Anchorage: Poems. University of Massachusetts Press, 1999.

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United States. Federal Emergency Management Agency., ed. Flood insurance study: Municipality of Anchorage, Alaska, Anchorage division. 2nd ed. Federal Emergency Management Agency, 2002.

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United States. Federal Emergency Management Agency., ed. Flood insurance study: Municipality of Anchorage, Alaska, Anchorage division. Federal Emergency Management Agency, 1987.

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Eligehausen, R., R. Mallée, and J. F. Silva. Anchorage in Concrete Construction. Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, 2012. http://dx.doi.org/10.1002/9783433601358.

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Kim, Ki Beom, ed. Temporary Skeletal Anchorage Devices. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-55052-2.

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Części książek na temat "Anchorage"

Gooch, Jan W. "Anchorage." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_613.

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Olsen, Alexander Arnfinn. "Anchorage." In Core Principles of Maritime Navigation. Routledge, 2022. http://dx.doi.org/10.1201/9781003291534-11.

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Gill, Daljit S., and Farhad B. Naini. "Orthodontic Anchorage." In Orthodontics: Principles and Practice. John Wiley & Sons, Ltd,., 2013. http://dx.doi.org/10.1002/9781118785041.ch29.

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Schwab, Manfred. "Anchorage-Independent." In Encyclopedia of Cancer. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-27841-9_261-2.

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Ennos, A. R., and S. Pellerin. "Plant Anchorage." In Root Methods. Springer Berlin Heidelberg, 2000. http://dx.doi.org/10.1007/978-3-662-04188-8_16.

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Sousa Camposinhos, Rui de. "Dowel Anchorage." In Stone Cladding Engineering. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6848-2_6.

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Sousa Camposinhos, Rui de. "Undercut Anchorage." In Stone Cladding Engineering. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6848-2_7.

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Sousa Camposinhos, Rui de. "Kerf Anchorage." In Stone Cladding Engineering. Springer Netherlands, 2013. http://dx.doi.org/10.1007/978-94-007-6848-2_8.

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Melsen, Birte, and Carlalberta Verna. "Anchorage Problems." In Adult Orthodontics. John Wiley & Sons, Ltd., 2013. http://dx.doi.org/10.1002/9781118702925.ch8.

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Gill, Daljit S., and Farhad B. Naini. "Orthodontic Bone Anchorage." In Orthodontics: Principles and Practice. John Wiley & Sons, Ltd,., 2013. http://dx.doi.org/10.1002/9781118785041.ch30.

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Streszczenia konferencji na temat "Anchorage"

Dalton, W. M., B. Heimann, and N. G. McGowan. "Environmentally Preferred Corrosion Solutions for Moorings & Anchorage Hardware." In CORROSION 1999. NACE International, 1999. https://doi.org/10.5006/c1999-99322.

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Abstract Environmentally preferred lubricating gels and films were evaluated for use on moorings and anchorage hardware. Coated anchor chain detachable links packed with gel were subjected to cyclic corrosion testing with stages for humidity, salt water immersion, and ambient drying. Result are compared with sea trials, harbor and salt spray exposure.

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Xu, Qigang, Qiyu Tao, Li Chen, and Rui Gu. "Study on Anchorage Type Selection of Sichuan Bank of Sichuan Kahalo Jinsha River Bridge." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.2093.

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<p>Sichuan kahalo Jinsha River Bridge is a suspension bridge with a main span of 1030m, and the anchorages on both sides are gravity anchorages. In order to adapt to special terrain and geological conditions, anchorage of Sichuan bank pioneered the use of frame structure as the anchorage foundation. The soil and the frame structure jointly bear the vertical load and resist the horizontal component of the main cable to form a "frame soil" community and fully mobilize the role of the undisturbed soil. At the same time, the distributed grouting technology is used to strengthen the soil arou

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Yubao Zhan and Chunan You. "Determination of effective anchorage length." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776296.

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Ramos, Michelle, and Brian Gastrock. "Trenchless in Anchorage — Case Studies." In Construction Research Congress 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41020(339)128.

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Maglica, Adriano. "The Anchorage, An Unexpected Journey." In IABSE Conference, Copenhagen 2018: Engineering the Past, to Meet the Needs of the Future. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/copenhagen.2018.476.

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<p>The Älvsborg Bridge was opened to traffic in 1966. The Bridge was built between 1963 and 1966 and the bridge has undergone rehabilitation and improvement during its lifetime. The secondary hangers have been exchanged and dehumidification have been installed on the cables. Railing separating pedestrians and vehicles has been improved and the waterproofing is undergoing exchange.<p>During a routine inspection of dehumidification, aug 2016, an anchorage failure was observed. In the north west anchorage one of the fiftyfive lock coil cables was spotted laying on the bottom of the sp

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"Confinement Role in Anchorage Capacity." In SP-180: Bond and Development of Reinforcement - A Tribute to Dr. Peter Gergely. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5877.

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"Tests of Undercut Anchors." In SP-103: Anchorage to Concrete. American Concrete Institute, 1987. http://dx.doi.org/10.14359/1674.

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"Load Relaxation Tests." In SP-103: Anchorage to Concrete. American Concrete Institute, 1987. http://dx.doi.org/10.14359/1640.

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"Transverse Load Capacity of Multi-Dowel Anchorages in Concrete." In SP-103: Anchorage to Concrete. American Concrete Institute, 1987. http://dx.doi.org/10.14359/1701.

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"Load Capacity of Unheaded Bolts in Concrete and Influence of Welding." In SP-103: Anchorage to Concrete. American Concrete Institute, 1987. http://dx.doi.org/10.14359/1723.

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Raporty organizacyjne na temat "Anchorage"

Murray, Matthew, and Daniel Harder. Performance of Army Corps of Engineers mat system using anchorless connections : a follow-on study of site stabilization for the Improved Ribbon Bridge Bridge Supplemental Set. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/48592.

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The US Army Engineer Research and Development Center conducted testing of the Army Corps of Engineers mat system with improved anchorage and connection hardware. Low-profile screw anchors replaced the ground anchorage of the existing system to reduce wear to tracks and wheels of vehicles while trafficking the system. Anchorless connections allowed the system to be placed over soils where the use of screw anchorage would be obstructed or would cause hazards to trafficking vehicles. Test tracks were constructed to evaluate the matting system with new anchorage and connection hardware over three

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Fanous, F., L. Greimann, W. Wassef, and D. Bluhm. Performance of Sequoyah Containment Anchorage System. Office of Scientific and Technical Information (OSTI), 1993. http://dx.doi.org/10.2172/10115741.

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Weems, S. M., and R. A. Combellick. Seismically induced ground-failure susceptibility, Anchorage, Alaska. Alaska Division of Geological & Geophysical Surveys, 1997. http://dx.doi.org/10.14509/741.

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Updike, R. G., and C. A. Ulery. Engineering - geologic map of southwest Anchorage, Alaska. Alaska Division of Geological & Geophysical Surveys, 1986. http://dx.doi.org/10.14509/2270.

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Benaud, Christelle. Role in MYC in Anchorage-Dependent Growth. Defense Technical Information Center, 1999. http://dx.doi.org/10.21236/ada377816.

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Cuan, B., and S. Carrick. Empyrean (XRR) Anchorage in B231 RM 1725. Office of Scientific and Technical Information (OSTI), 2022. https://doi.org/10.2172/2532400.

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Salisbury, J. B., A. M. Herbst, and Katreen Wikstrom Jones. November 30, 2018, Mw 7.1 Anchorage earthquake photogrammetry. Alaska Division of Geological & Geophysical Surveys, 2019. http://dx.doi.org/10.14509/30270.

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Maurer, M. A. Water-quality data for Potter Marsh, Anchorage, Alaska. Alaska Division of Geological & Geophysical Surveys, 1997. http://dx.doi.org/10.14509/1814.

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Papakosta, Lefkothea. The Late Roman Anchorage of Cape Petounda, Cyprus. Honor Frost Foundation, 2020. http://dx.doi.org/10.33583/utm2020.09.

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Welsh, Catherine. Cyclin D1, Anchorage-Independent Growth and Breast Cancer. Defense Technical Information Center, 2001. http://dx.doi.org/10.21236/ada405221.

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