• 한국항만경제학회지
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• 제25권1호
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• pp.29-46
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• 2009

전문가 및 항만관련기관에서도 57%가 동의하고 있고, 북빈대체부두 물양장 건설로 인해 물양장에 입출항하는 선박의 통항로를 확보하여 주기 위해, 동삼안벽 전면 수역 쪽의 O-2 정박지 220m 정도를 축소 폐지하는 것이 요구된다. 이것은 결국 북빈대체부두 물양장을 통항하는 소형선 때문에 O-2 정박지 주변의 통항 혼잡과 통항안전위험의 증가를 초래할 것이다. 따라서 북항 내 정박지 중 최대의 이용률(70% 이상)을 보이고 있는 O-2 정박지의 원래의 수용규모를 유지하고, 중앙부두 정박지의 폐쇄와 북항내 증가하고 있는 수요를 수용하기 위해 내항 방파제 전면 수역 쪽으로 250m 정도를 확대하여야 한다. 이와 같이 O-2 정박지를 축소 및 확대하여 운영하는데 따르는 자연환경, 수심, 주변 안벽 접안선박 통항지장여부, 북항 주항로 통항선박과의 안전성 문제는 발생하지 않는 것으로 판단된다. 결론적으로 O-2 정박지를 축소 및 확대하여 운영하는 것은 O-2 정박지 주변의 통항혼잡을 줄이고, 통항안전성을 높이는 결과를 초래할 것이고, 더 나아가 O-2 정박지의 운영 효율성을 높일 것이다.

• 대한치과교정학회지
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• 제34권2호
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• pp.197-203
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• 2004

골격성 II급 부정교합을 치료하는데 있어서, Tweed-Merrifield directional force technology는 시계 반대 방향으로의 양호한 골격적 변화 및 균형 잡힌 안모를 얻는데 기여하고 있다. 이는 적절한 방향으로의 J-hook을 통한 headgear force의 사용이 필수적이다. 따라서 환자의 협조에 대한 의존이 절대적이므로 약간의 문제점이 있는 것 또한 사실이다. 하지만 최근 skeletal anchorage를 이용하여 환자의 협조를 최소화하면서도 보다 효과적으로 고정원 보강을 할 수 있는 방법이 많이 시행되고 있어 이를 보완 할 수 있게 되었다. 저자는 HPJH(high pull J-hook)과 skeletal anchorage를 병용하여 directional force를 적용한 결과 상악 구치부에서의 고정원 보강과 상악 전치부의 토크 조절 및 mandibular response를 얻음으로써 양호한 안모의 균형을 얻을 수가 있었다. 이 치료 결과로 보아 skeletal anchorage는 HPJH을 대신하여 상악 견치 및 전치부 견인시 상악 구치부의 전후적 및 수직적 고정원 보강 역할을 할 수 있을 것으로 생각된다 상악 전치부 견인시 상악 전치부의 토크 조절, 압하 및 치체이동을 위해 HPJH을 사용하였지만, 이 또한 mini 혹은 microscrew로 대체한다면 환자의 협조를 최소화하면서도 양호한 치료결과를 얻을 수 있을 것으로 생각된다.

• Smart Structures and Systems
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• 제20권2호
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• pp.181-195
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• 2017

In this study, the severity of damage in tendon anchorage caused by the loss of tendon forces is quantitatively identified by using the PZT interface-based impedance monitoring technique. Firstly, a 2-DOF impedance model is newly designed to represent coupled dynamic responses of PZT interface-host structure. Secondly, the 2-DOF impedance model is adopted for the tendon anchorage system. A prototype of PZT interface is designed for the impedance monitoring. Then impedance signatures are experimentally measured from a laboratory-scale tendon anchorage structure with various tendon forces. Finally, damage severities of the tendon anchorage induced by the variation of tendon forces are quantitatively identified from the phase-by-phase model updating process, from which the change in impedance signatures is correlated to the change in structural properties.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.657-662
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• 2000

This paper presents the results from experimental study that investigated to explore the load transfer characteristics of post-tensioning anchorage zones. The experimental program investigated the primary variables which affect the ultimate load, lateral strains and crack width: concrete compressive strength, details of reinforcement and shape of anchorage. Through this research, it was found that the governing factor of the ultimate load was not compressive cylinder strength but tensile splitting strength. Ultimate load was increased and lateral strain was decreased as the ratio of spiral increased because the lateral expansion of th concrete inside the spiral was restrained by the spiral. Furthermore, the shape of anchorage which can diminish the wedge effect of anchorage and disperse the anchorage force in various depths was more effective.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.629-640
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• 2008

South anchorage(AN1, Myodo side) of supension bridge between Myodo and Gwangyang is designed as rock anchorage with 36m anchor length using the resistance of rock mass in Myodo. Checking the overall stability of the anchorage, we considered rock joints, bedding planes, fault zones and condition of rock structure in situ by analysis results for photo-lineaments, aerial photograph interpretation and drill-hole logs are considered. This anchorage consists of an access shaft, adit, and the upper and lower concrete bearing plate to introduce pre-stressing force into rock mass.

• Computers and Concrete
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• 제11권6호
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• pp.493-513
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• 2013

Direct displacement-based design (DDBD) represents an innovative philosophy for seismic design of structures. When structural considerations are more critical, DDBD design should be carried on the basis of limiting material strains since structural damage is always strain related. In this case, the outcome of DDBD is strongly influenced by the displacement demand of the structural element for the target limit strains. Experimental studies have shown that anchorage slip may contribute significantly to the total displacement capacity of R/C column elements. However, in the previous studies, anchorage slip effect is either ignored or lumped into flexural deformations by applying the equivalent strain penetration length. In the light of the above, an attempt is made in this paper to include explicitly anchorage slip effect in DDBD of R/C column elements. For this purpose, a new computer program named RCCOLA-DBD is developed for the DDBD of single R/C elements for limiting material strains. By applying this program, more than 300 parametric designs are conducted to investigate the influence of anchorage slip effect as well as of numerous other parameters on the seismic design of R/C members according to this methodology.

• Structural Engineering and Mechanics
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• 제18권4호
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• pp.475-491
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• 2004

Anchorage devices play an important role in post-tensioned bridge structures since they must sustain heavy loads in order to permit the transfer of the prestressing force to the structure. In external prestressing, the situation is even more critical since the anchorage mechanisms, with the deviators, are the only links between the structure and the tendons throughout the service life of the structure. The behaviour of anchorage devise may be studied by using the finite element method. To do so, each component of the anchorage must be adequately represented in order to approximate the anchor mechanism as accurately as possible. In particular, the modelling of the jaw/tendon device may be carried out using the real geometry of these two components with an appropriate constitutive contact law or by replacing these components by a single equivalent. This paper presents the numerical study of a mono-strand anchorage device. The results of a comparison between two different representations of the jaw/tendon device, either as two distinct components or as a single equivalent, will be examined. In the double-component setup, the influence of the wedge configuration composing the jaw, and the influence of lubrication of the anchor, will be assessed.

• 콘크리트학회지
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• 제8권3호
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• pp.209-218
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• 1996

프리캐스트 프리스트레스트 콘크리트 구조물의 정착부에 프리스트레스트 힘이 도입되면, 과다한 국부 집중 하중으로 인하여 균열이 발생할 수 있으며, 최근 이러한 구조물 건설시 텐던을 따라가며 심각한 균열이 발생한 경우가 있다. 본 논문은 프리캐스트 프리스트레스트 콘크리트 구조물의 정착부에 발생하는 국부집중응력의 분포 특성을 규명하고, 정착부 보강 형태에 따른 국부응력 효과를 규명하여 합리적인 정착부 설계 개념을 제시함에 목적이 있다. 이를 위하여 정착부 형태에 따른 역학적 거동 실험 및 해석연구가 수행되었다. 위의 연구 결과 나선형 보강철근이 극한 및 균열하중에 대한 저항능력이 가장 우수함이 집중응력 분포 특성을 고찰함으로서 나타났으며, 정착부의 파괴기구, 정착부 보강설계를 위한 기본 개념 및 그 방법이 제시되었다.

• Steel and Composite Structures
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• 제26권1호
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• pp.115-123
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• 2018

Steel-concrete composite structure is widely applied to bridge engineering due to their outstanding mechanical properties and economic benefit. This paper studied a new type of steel-concrete composite anchorage system for a self-anchored suspension bridge and focused on the mechanical behavior and force transferring mechanism. A model with a scale of 1/2.5 was prepared and tested in ten loading cases in the laboratory, and their detailed stress distributions were measured. Meanwhile, a three-dimensional finite element model was established to understand the stress distributions and validated against the experimental measurement data. From the results of this study, a complicated stress distribution of the steel anchorage box with low stress level was observed. In addition, no damage and cracking was observed at the concrete surrounding this steel box. It can be concluded that the composite effect between the concrete surrounding the steel anchorage box and this steel box can be successfully developed. Consequently, the steel-concrete composite anchorage system illustrated an excellent mechanical response and high reliability.

• Smart Structures and Systems
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• 제9권6호
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• pp.489-504
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• 2012

For the safety of prestressed structures such as cable-stayed bridges and prestressed concrete bridges, it is very important to ensure the prestress force of cable or tendon. The loss of prestress force could significantly reduce load carrying capacity of the structure and even result in structural collapse. The objective of this study is to present a smart PZT-interface for wireless impedance-based prestress-loss monitoring in tendon-anchorage connection. Firstly, a smart PZT-interface is newly designed for sensitively monitoring of electro-mechanical impedance changes in tendon-anchorage subsystem. To analyze the effect of prestress force, an analytical model of tendon-anchorage is described regarding to the relationship between prestress force and structural parameters of the anchorage contact region. Based on the analytical model, an impedance-based method for monitoring of prestress-loss is conducted using the impedance-sensitive PZT-interface. Secondly, wireless impedance sensor node working on Imote2 platforms, which is interacted with the smart PZT-interface, is outlined. Finally, experiment on a lab-scale tendon-anchorage of a prestressed concrete girder is conducted to evaluate the performance of the smart PZT-interface along with the wireless impedance sensor node on prestress-loss detection. Frequency shift and cross correlation deviation of impedance signature are utilized to estimate impedance variation due to prestress-loss.