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Rozprawy doktorskie na temat „Anchorage”

Autor: Grafiati
Data publikacji: 4 czerwca 2021
Data aktualizacji: 25 lipca 2025

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1

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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6

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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7

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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8

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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9

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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10

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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11

Boizard, Sophie Marie Dominique Sandrine Valerie. "The ecology and anchorage mechanics of kelp holdfasts." Thesis, University of British Columbia, 2007. http://hdl.handle.net/2429/31258.

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The intertidal zone on wave-swept shores is among the most stressful environments on earth. The ability of organisms to survive and thrive in such environments depends on their ability to withstand breakage and wave dislodgement. The research presented in this thesis investigated two aspects of the biology of kelp holdfasts. I first examined whether the recruitment of the kelp Hedophyllum sessile was facilitated by the presence of holdfasts of adult conspecifics and how canopy cover and wave-exposure mediated this interaction. Field experiments indicated that adult holdfasts and substrata of h
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12

Gad, Annica. "Cell cycle control by components of cell anchorage /." Stockholm : Division of Pathology, Karolinska institutet, 2005. http://diss.kib.ki.se/2005/91-7140-359-0/.

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13

French, David Joseph. "Investigations of a novel pile and anchorage concept." Thesis, Imperial College London, 1990. http://hdl.handle.net/10044/1/46305.

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14

Cremona, C. A. "The role of anchorage in cell cycle control." Thesis, University College London (University of London), 2009. http://discovery.ucl.ac.uk/16663/.

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Mammalian cells generally require both mitogens and anchorage signals in order to proliferate. Failure to receive these signals results in either cell-cycle arrest or cell death, known as anoikis, due to activation of anchorage-dependent checkpoint mechanisms. Transformed cells alleviate these checkpoints, via activation of oncogenes and/or inactivation of tumour suppressors. In contrast, detachment of normal cells halts cell-cycle progression in G1, because of insufficient cyclin D1 induction to overcome the Rb/E2F checkpoint, accumulation of cyclin-dependent kinase inhibitors, and lack of cy
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15

Amin, Rizgar. "End anchorage at simple supports in reinforced concrete." Thesis, London South Bank University, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.685978.

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16

Chen, Qing-Li. "Effect of surface topography on hip prosthesis anchorage." Thesis, Queensland University of Technology, 1997.

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17

Lauter, Olga. "Renegotiation of Urban Yup’ik Traditions in Anchorage, Alaska." Electronic Thesis or Diss., université Paris-Saclay, 2024. http://www.theses.fr/2024UPASK007.

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L'objectif principal de cette thèse est d'étudier les stratégies quotidiennes utilisées par le peuple Yupik (les Yupiit au pluriel) autochtone d'Alaska vivant dans la ville d'Anchorage pour renégocier ou réinterpréter leurs traditions ancestrales. Cette thèse met en lumière la dynamique des modes de vie traditionnels des Yupiit en relation avec les paysages culturels, sociaux et environnementaux urbains, autochtones et allochtones. La ville d'Anchorage, où les principales recherches de terrain de cette thèse ont été menées, est considérée par les peuples autochtones comme « le plus grand villa
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18

Ngan, Caroline Lai Yung. "Experimental investigations of anchorage capacity of precast concrete bridge barrier for Performance Level 2." Thesis, University of British Columbia, 2008. http://hdl.handle.net/2429/1518.

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In the last twenty years, the design requirements of bridge barriers have changed with the aim of improving the safety of commuters on the bridge. A majority of precast concrete bridge barriers (PCBB) on highway bridges in British Columbia were designed and installed in accordance with the 1988 Canadian Highway Bridge Design Code (CHBDC). To ensure that these barriers comply with the current code requirements, research and testing were deemed obligatory. In particular, the anchorage capacity of the parapet under the CHBDC design load warrants verification. A finite element model of the barr
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19

Sandler, Jonathan. "A comparison of the effectiveness of three methods of anchorage reinforcement in the treatment of maximum anchorage patients : a randomised clinical trial." Thesis, University of Sheffield, 2014. http://etheses.whiterose.ac.uk/5262/.

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The primary intention of this study was to add to the body of scientific evidence by determining whether a recently introduced method of anchorage reinforcement, namely Temporary Anchorage Devices (TADs), is effective. It is clear that there are several commonly used methods for anchorage support but some of these are totally dependent for success upon good patient compliance. Orthodontic clinicians would enthusiastically welcome as an alternative, an effective and efficient method that is less dependent upon patient co-operation. The introduction of new orthodontic techniques is rarely suppor
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20

Weckert, Steven Mining Engineering Faculty of Engineering UNSW. "Anchorage and encapsulation failure mechanisms of rockbolts ??? stage 2." Awarded by:University of New South Wales. School of Mining Engineering, 2003. http://handle.unsw.edu.au/1959.4/19219.

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The Fully Encapsulated Resin Bolt (FERB) is widely utilised for strata control and ground support in civil and mining applications worldwide, with approximately 6 million installed per annum by the Australian coal mining industry. Independent studies have concluded that 30-35% of these rockbolts, which represents an annual expenditure of $40 million, are ineffective. The anchorage and failure mechanisms of FERB are yet to be quantified, and support systems are designed primarily from empirical rather than scientific methods. There are no standardised methods of assessing FERB components, ins
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21

Ahmad, BouSaleh. "Effects of anchorage details on response of deep beams." Thesis, McGill University, 2006. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=98946.

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As part of a research program at McGill University, involving the testing of eight full-scale deep beams, this research studies the response of four full-scale deep beams that were designed in accordance with the strut-and-tie model provisions of the CSA Standard A23.3 (2004). All of the deep beams had a centre-to-centre spacing of 2000 mm between the two supports, 1000 mm in height, and 350 mm in thickness. They were simply supported with an application of a single point load at midspan. The total length of the four beams varies depending on the type of anchorage being used. The four anchorag
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22

Baldwin, Marc Lllya. "The assessment of inadequate anchorage in reinforced concrete structures." Thesis, University of Birmingham, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.490768.

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23

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/.

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24

Applegate, Steven M. "The design of column base anchorages for shear and tension." Master's thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-01202010-020157/.

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Dua, Rupak. "Enhanced Anchorage of Tissue-Engineered Cartilage Using an Osteoinductive Approach." FIU Digital Commons, 2014. http://digitalcommons.fiu.edu/context/etd/article/2559/type/native/viewcontent.

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Articular cartilage injuries occur frequently in the knee joint. Several methods have been implemented clinically, to treat osteochondral defects but none have been able to produce a long term, durable solution. Photopolymerizable cartilage tissue engineering approaches appear promising; however, fundamentally, forming a stable interface between the tissue engineered cartilage and native tissue, mainly subchondral bone and native cartilage, remains a major challenge. The overall objective of this research is to find a solution for the current problem of dislodgment of tissue engineered cartila
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26

Gale, Luke. "Behaviour of multiple anchorage systems for FRP-prestressed concrete structures." Thesis, University of Bath, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.425631.

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McDermott, Ruth Helen. "The adaptation of anchorage-dependent cells to glutamine-free medium." Thesis, Manchester Metropolitan University, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.294056.

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28

Cavalancia, James. "EFFECTS OF A LINGUAL ARCH AS MAXIMUM ANCHORAGE IN ORTHODONTICS." Master's thesis, Temple University Libraries, 2017. http://cdm16002.contentdm.oclc.org/cdm/ref/collection/p245801coll10/id/456182.

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Oral Biology<br>M.S.<br>Lingual arches are frequently used in orthodontic extraction treatment, with the intended purpose of achieving maximum anchorage in the mandibular arch; however, little evidence exists in the literature that supports this anchorage approach. The lingual arch is widely supported in the literature for space maintenance and sagittal correction. It has been proven effective at minimizing any decreases in arch depth and perimeter when there is early loss of primary teeth. Theoretically, the lingual arch as a passive maintenance appliance should exert no forces on the teeth,
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Fabris, Nicola. "Bond and anchorage of prestressing tendons in prestressed-concrete members." Doctoral thesis, Università degli studi di Padova, 2019. http://hdl.handle.net/11577/3422843.

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Over the last few decades, pretensioned Prestressed-Concrete (PC) has become very common in structural applications. Its extensive use, however, requires adequate knowledge of bond development between prestressing tendons and surrounding concrete. Bond is of paramount importance both for prestress transfer at release and anchorage capacity under flexural loading. Current design codes for concrete structures provide simplified formulations to describe the force transfer mechanisms from steel to concrete, and seem to be not always conservative when compared to experimental evidences. More refine
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30

Selkregg, Sheila Ann. "The Decision and Rationale which Led to Construction on High-risk Land after the 1964 Alaska Earthquake: Analysis of Risk-based Cultural Dissociation." PDXScholar, 1994. https://pdxscholar.library.pdx.edu/open_access_etds/1302.

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Many lives and much property are lost in disasters when individuals and communities choose to ignore information which could mitigate the potential disaster. This case study examines community and individual decision processes and rationale which led to construction of a high-occupancy high-rise courthouse on land designated as high risk after the 1964 Alaska earthquake. The study reviews policy and decision making, psychology, and risk management literature to explore the psychological mechanisms and processes of hazard mitigation decisions. It questions why individuals and communities choose
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31

Tarraf, Nour Eldin. "The application of skeletal anchorage in the management of maxillary deficiency in growing children." Thesis, The University of Sydney, 2021. https://hdl.handle.net/2123/25912.

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Chapter one discusses oropharyngeal swallowing impairment due to head and neck cancer (HNC). Its complexity and severity arise from the dual physiological and structural changes to swallowing musculature. Expectations of recovery are difficult to predict due to the variety of treatment modalities, demographic and clinical characteristics, the risk of recurrence, implications of malnutrition, and the progressive nature of radiation fibrosis. The second chapter reported on a systematic review and meta-analysis describing the relationship between radiation dose to critical swallowing structur
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Garrett, Scott J. "Implementation of Canon 1112 [section] 1 to the Archdiocese of Anchorage." Theological Research Exchange Network (TREN), 2006. http://www.tren.com/search.cfm?p029-0679.

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Schreiber, Alex C. "Success rates of temporary anchorage devices placed in an orthodontic clinic." Thesis, Birmingham, Ala. : University of Alabama at Birmingham, 2008. https://www.mhsl.uab.edu/dt/2008m/schreiber.pdf.

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34

Indridason, Birgir. "Earthquake Induced Behavior of Submerged Floating Tunnels with Tension Leg Anchorage." Thesis, Norges teknisk-naturvitenskapelige universitet, Institutt for konstruksjonsteknikk, 2013. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-23538.

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SUMMARY:The purpose of this study is to examine the behavior of a submerged floating tunnel (SFT) anchored by tension legs and subjected to seismic excitation. A proposal of a tunnel crossing the H&#248;gsfjord in Norway is used as a case for the finite element model. The tunnel was proposed as 1345m long with a cross section diameter of 11.3 m. Furthermore, the tunnel should lie 25m under the sea surface to enable regular sea traffic. A seismic analysis of the SFT is performed using a pseudo-excitation method (PEM), which is based within the framework of random vibration methods. The coherenc
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35

Shave, Jonathan David. "Shear assessment of concrete bridges : anchorage effects and use of plasticity." Thesis, University of Bath, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.415398.

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Crispino, Eric Daniel. "Anchorage Zone Design for Pretensioned Bulb-Tee Bridge Girders in Virginia." Thesis, Virginia Tech, 2007. http://hdl.handle.net/10919/31454.

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Precast/Prestressed concrete girders are commonly used in bridge construction in the United States. The application and diffusion of the prestress force in a pretensioned girder causes a vertical tension force to develop near the end of the beam. Field surveys of the beam ends of pretensioned bridge girders indicate that many of the PCBT beams used in the Commonwealth of Virginia develop cracks within the anchorage zone region. The lengths and widths of these cracks range from acceptable to poor and in need of repair. Field observations also indicate deeper cross sections, very heavily pre
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Heymann, Gavin Christopher Tulloch J. F. Camilla. "Temporary anchorage devices for maxillary protraction 3D analysis of treatment outcomes /." Chapel Hill, N.C. : University of North Carolina at Chapel Hill, 2008. http://dc.lib.unc.edu/u?/etd,1796.

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Thesis (M.S.)--University of North Carolina at Chapel Hill, 2008.<br>Title from electronic title page (viewed Sep. 16, 2008). "... in partial fulfillment of the requirements for the degree of Master of Science in the Department of Orthodontics." Discipline: Orthodontics; Department/School: Dentistry.
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Takaaki, Tsunoyama. "Super-long single-molecule tracking reveals dynamic-anchorage-induced integrin function." Kyoto University, 2018. http://hdl.handle.net/2433/235968.

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McManus, Michelle Marie. "Effect of mini-screw maximum insertion torque on skeletal orthodontic anchorage." Thesis, University of Iowa, 2010. https://ir.uiowa.edu/etd/552.

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Objective: The primary objective of this study was to examine the effect that maximum insertion torque has on force resistance and stability of titanium screws in cadaver maxillae and mandibles. Materials and Methods: Forty-eight cadaver maxillary and mandibular jaw quadrants were obtained Two titanium mini-screws were placed in each jaw quadrant and maximum insertion torque was measured. Each mini-screw was subjected to tangential force application oriented perpendicular to placement of the mini-screw and parallel to the occlusal plane. The force applied at each deflection was measured up to
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40

Black, Martin. "Automated lithological mapping using airborne hyperspectral thermal infrared data, Anchorage Island, Antarctica." Thesis, University of Hull, 2016. http://hydra.hull.ac.uk/resources/hull:13994.

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The thermal infrared portion of the electromagnetic spectrum has considerable potential for mineral and lithological mapping of the most abundant rock-forming silicates that do not display diagnostic features at visible and shortwave infrared wavelengths. Lithological mapping using visible and shortwave infrared hyperspectral data is well developed and established processing chains are available; however, there is a paucity of such methodologies for hyperspectral thermal infrared data. Here, a new fully automated processing chain for deriving lithological maps from hyperspectral thermal infrar
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Haldankar, Raj. "A kinetic study of the growth of anchorage-dependent mouse L cells." Ohio : Ohio University, 1994. http://www.ohiolink.edu/etd/view.cgi?ohiou1177097944.

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Kelly, David. "The effect of anchorage of geosynthetics upon the performance of unpaved roads." Thesis, Edinburgh Napier University, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.260996.

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OLIVEIRA, WALTER EDGLEY DE. "EXPERIMENTAL STUDY ON THE TENSILE STRENGTH OF ANCHORAGE PLATES EMBEDDED IN CONCRETE." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2003. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=4239@1.

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CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO<br>ELETROBRAS TERMONUCLEAR S.A - ELETRONUCLEAR<br>Placas de ancoragem embutidas em concreto são empregadas, geralmente, com a finalidade de permitir a fixação de elementos para a introdução de cargas concentradas nas estruturas de concreto, bem como viabilizar as ligações estruturais entre componentes pré-fabricados. As placas são ancoradas no concreto através de pinos soldados a elas. Estas placas são bastante empregadas em estruturas de usinas nucleares onde um grande número de e
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44

Lin, Ying-Chieh, and 林英傑. "Anchorage Behavior of the Inclined-Multiple-Anchorage Anchors in Silty Sand." Thesis, 2007. http://ndltd.ncl.edu.tw/handle/70230997631159965039.

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碩士<br>朝陽科技大學<br>營建工程系碩士班<br>95<br>A continuous strain hardening-softening and volumetric dilatancy model named SHASOVOD, and FLAC3D software were adopted to study the anchorage behavior of inclined-multiple-anchorage anchors in silty sand. To enhance the applicability of numerical analyses, the results of field tests are compared with those from numerical analyses. After the calibration, parametric studies were then carried out by numerical analyses. It was found that the numerical results are in a good agreement with those by field tests. The friction force dominates the anchorage capacity of
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45

Yeh, Chun-Chieh, and 葉俊杰. "Design of Orthodontic Anchorage Screw." Thesis, 2008. http://ndltd.ncl.edu.tw/handle/w83764.

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碩士<br>國立臺北科技大學<br>製造科技研究所<br>96<br>The primary purpose of this research work is to design new type of orthodontic anchorage screws. It is usually difficult to screw in the commercialized ones and hard to localized the anchorage screw without pre-drilling during orthodontic surgical operation. There are three types of anchorage screws which are A type with 3 cutting edges, B type with 3 flutes of self-tapping function, and combination both functions of C type were designed and manufactured in the CNC machine center once for all. All of the machined screws were tested with rigid polyurethane f
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Kouvroukogloa, Stylianos. "Migration of anchorage-dependent mammalian cells." Thesis, 1998. http://hdl.handle.net/1911/19278.

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Cell migration affects many physiologic and pathologic processes in mammalian organisms. Thus, our ability to modulate these processes depends on understanding how cell migration is controlled by soluble factors, cell-substrate interactions and metabolic pathways. To accurately quantify the effects of external stimuli, cell migration was studied using a computer-automated technique that combined video microscopy, digital time-lapse and image analysis. This approach enabled us to monitor large cell populations and characterize the migration behavior of individual cells. The effect of receptor/l
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Syu, Liang-Wai, and 許諒瑋. "Optimization and Analysis of Prestressing Anchorage." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/51004821492755162411.

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碩士<br>國立雲林科技大學<br>營建工程系碩士班<br>97<br>Prestressed concrete has been widely used in bridge construction. Prestressing system consists of anchor head, bearing plate, spiral reinforcement, duct, wedge, and tendons. Among them, bearing plate is the major part to transfer the prestressing force from the tendons to the concrete. The load transfer test is required to verify the design of prestressing systems by the CEB/FIP code. In this research, the load transfer test and finite element simulation have been carried out to examine the load transfer and stress distribution of the whole prestressing syst
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Tsai, Chu-Chen, and 蔡竺真. "Experimental Anchorage Performance of T-Headed Bars." Thesis, 2013. http://ndltd.ncl.edu.tw/handle/w6km75.

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碩士<br>國立臺北科技大學<br>土木與防災研究所<br>101<br>Reinforced concrete, generally adopted by its durability, low cost and the easiness for installation and maintenance, is the most popular material of choice for construction in Taiwan. Traditionally, the standard hook used for reinforcement''s anchorage results in steel congestion in the beam-column joint region, and makes the difficulty to the concrete pouring. Moreover, the poor concrete placement due to congestion sometimes degrades the quality of structures and provokes the safety-relation problem. In the last decades, T-headed bar is proposed to replac
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Liu, Te-Chun, and 劉得均. "Biomechanical investigation of miniscrews for orthodontic anchorage." Thesis, 2006. http://ndltd.ncl.edu.tw/handle/09661690857240445198.

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碩士<br>國立成功大學<br>口腔醫學研究所<br>94<br>Anchorage control plays an important and determinant role in successful orthodontic treatment. Recently, orthodontic miniscrews, used as temporary implants, have been widely used for anchorage control in clinical practice. Compared to the traditional dental implant anchorage systems, the advantages of miniscrew are simple to insert and to remove, less trauma surgery, less limitation in implant position, immediate loading and less cost. However, the failure of miniscrews in clinic is still bothering the orthodontists. It was hypothesized that bone quality, minis
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Hung, Chin-tzung, and 洪進宗. "Anchorage Behavior of Removable Anchorsin Silty Sand." Thesis, 2009. http://ndltd.ncl.edu.tw/handle/10326471692198987896.

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碩士<br>國立成功大學<br>土木工程學系碩博士班<br>97<br>Tie-back anchors are selected to use for underground excavation in the metropolis to increase construction efficiency. It is also used as retaining struts which are limited to be used in the basement construction. The purpose of this study is to estimate the ultimate anchorage capacity and to analyze the deformation for the removable and extractable anchors used in silty sand deposits. The results of this study can be used as a reference for the anchor design and construction in underground engineering. This study based on the results of full scale anchors p
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