• 한국환경복원기술학회지
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• 제18권6호
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• pp.51-60
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• 2015

This study conducted shear strength test and plate bearing test to look into the characteristics of bearing capacity using geosynthetics case on forest road surface. The shear strength test showed that the internal friction angle at the time when geosynthetics was used was measured larger on average than that in the unreinforced case. Therefore, using geosynthetics case produced more bearing capacity reinforcement effect. The result from the comparison test of internal friction angle by geosynthetics type revealed that the internal friction angle at the time when geotextile case was used was measured larger. That was attributable to the difference between the area of the total cross section of geotextile made in type of non-woven fabric and its material. Plate bearing test showed that the settlement at the time when geosynthetics was used was measured smaller than that in the unreinforced case. Therefore, using geosynthetics produced more bearing power reinforcement effect. The result from the comparison test showed that geogrid case was measured smaller than geotextile case. Henceforth, It is seemed that it will be necessary to keep studying the reinforcement engineering and process of forest road surface which fits the characteristics and conditions of geosynthetics to prevent forest road demage.

• 대한후두음성언어의학회지
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• 제31권1호
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• pp.13-18
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• 2020

Background and Objective The purpose of this study is to report the effect of voice therapy using the voice reinforcement method (VRM) in patients with vocal nodules. It is one of the holistic voice therapy methods for improving vocal mechanisms. VRM includes not only direct and indirect voice therapy, but also trial therapy and self-practice. Composed of four stages: vocal hygiene education, relaxation, reinforcement, and generalization. Materials and Methods The subjects were 13 patients who were diagnosed with vocal nodules. Acoustic analysis, auditory perceptual assessment, K-VHI-10 and nodules size were compared before and after voice therapy. Voice therapy was conducted by speech-language pathologist and the mean number was 4.2. Results In acoustic analysis, Jitter, vF₀, vAm, Shimmer, NHR, and VTI were significantly decreased. F₀ was increased after voice therapy for women. 'Grade', 'Rough,' and 'Breathy' were significantly decreased in the GRBAS scale after voice therapy. In addition, K-VHI-10 and nodules size were significantly decreased. Conclusion VRM seems to be an effective voice therapy method in vocal nodules treatment. In VRM, especially, trial therapy is given motivation for vocal nodules treatments and self-practice has a continuous therapeutic effect in everyday life. VRM can be also applied to the voice therapy for other hyper-functional dysphonia.

• 한국BIM학회 논문집
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• 제11권1호
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• pp.21-30
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• 2021

Reinforcing bars, a major component of the pre-fab structure, adheres to the existing on-site assembly method and attempts to develop and commercialize the technology of the pre-assembly method, but the effect is insignificant. Welded Wire / Bar Mat (WBM) has various advantages such as commercialization of rebar through machine manufacturing to improve workability, but it is different from the existing design and the construction method is different from the previous one. Therefore, to maximize the advantages of WBM and improve productivity, manufacturing, transportation, and construction from the design stage should be considered based on BIM from the initial design stage. In this paper, the concept of the design support system for the WBM was established based on the use of BIM in concrete reinforcement and the preliminary research on the WBM. WBM conversion design was performed for the existing prefabricated members, and based on this, the exchange format and system of the master prefabricated model with the WBM design data were set up. As a result of the pilot test, it was found that the traditional reinforcing bar information extracted from the master prefab model has transmitted 100% accurately. As for the WBM information, 100% of the information on the straight reinforcement was transmitted and represented, and the information on the bent reinforcement was found to have a 90% recall in the master BIM tool.

• Steel and Composite Structures
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• 제42권2호
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• pp.173-190
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• 2022

With the development of spatial structures, the joints are becoming more and more complex to connect tubular members of spatial structures. In this study, an approach is proposed to establish high-efficiency finite element model of multiplanar KTX-joint with the weld geometries accurately simulated. Ultimate bearing capacity the KTX-joint is determined by the criterion of deformation limit and failure mechanism of chord wall buckling is studied. Size effect of fillet weld on the joint ultimate bearing capacity is preliminarily investigated. Based on the validated finite element model, a parametric study is performed to investigate the effects of geometric and loading parameters of KT-plane brace members on ultimate bearing capacity of the KTX-joint. The effect mechanism is revealed and several design suggestions are proposed. Several simple reinforcement methods are adopted to constrain the chord wall buckling. It is concluded that the finite element model established by proposed approach is capable of simulating static behaviors of multiplanar KTX-joint; chord wall buckling with large indentation is the typical failure mode of multiplanar KTX-joint, which also increases chord wall displacements in the axis directions of brace members in orthogonal plane; ultimate bearing capacity of the KTX-joint increases approximately linearly with the increase of fillet weld size within the allowed range; the effect mechanism of geometric and loading parameters are revealed by the assumption of restraint region and interaction between adjacent KT-plane brace members; relatively large diameter ratio, small overlapping ratio and small included angle are suggested for the KTX-joint to achieve larger ultimate bearing capacity; the adopted simple reinforcement methods can effectively constrain the chord wall buckling with the design of KTX-joint converted into design of uniplanar KT-joint.

• Structural Engineering and Mechanics
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• 제86권3호
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• pp.337-348
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• 2023

The optimization of reinforced concrete (RC) cantilever retaining walls is a complex problem and requires the use of advanced techniques like metaheuristic algorithms. For this purpose, an optimization model must first be developed, which involves mathematical complications, multidisciplinary knowledge, and programming skills. This task has proven to be too arduous and has halted the mainstream acceptance of optimization. Therefore, it is necessary to unravel the complications of optimization into an easily applicable form. Currently, the most commonly used method for designing retaining walls is by following the proportioning limits provided by the ACI handbook. However, these limits, derived manually, are not verified by any optimization technique. There is a need to validate or modify these limits, using optimization algorithms to consider them as optimal limits. Therefore, this study aims to propose updated proportioning limits for the economical design of a RC cantilever retaining wall through a comprehensive parametric investigation using the genetic algorithm (GA). Multiple simulations are run to examine various design parameters, and trends are drawn to determine effective ranges. The optimal limits are derived for 5 geometric and 3 reinforcement variables and validated by comparison with their predecessor, ACI's preliminary proportioning limits. The results indicate close proximity between the optimized and code-provided ranges; however, the use of optimal limits can lead to additional cost optimization. Modifications to achieve further optimization are also discussed. Besides the geometric variables, other design parameters not covered by the ACI building code, like reinforcement ratios, bar diameters, and material strengths, and their effects on cost optimization, are also discussed. The findings of this investigation can be used by experienced engineers to refine their designs, without delving into the complexities of optimization.

• 한국환경과학회지
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• 제30권5호
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• pp.391-397
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• 2021

This study aims to establish the measures required for strengthening the internal stability of and executing the systematic plan for Gangwon-do in relation to the "urban regeneration preliminary project" launched by the Ministry of Land, Infrastructure, and Transport. The results of this study are as follows. The unit project carried out via the Gangwon-do urban regeneration preliminary project presented the tendency for the standardization of the H/W and S/W projects such as the establishment of the community anchor space and the resident competency reinforcement project. Further, rather than focusing on the contents that could objectively measure the effects of the project, it concentrated more on the performance indicators that are required for verifying the execution of unit projects like the establishment of buildings and operating programs. It was found to be insufficient with regard to the practicality of the project, the correlation with the New Deal Project, and the validity of the project contents. To improve these aspects, Gangwon-do would be required to highlight its distinguishability from the other regions and increase its practicality by operating the field-centered urban regeneration educational program, inducing the participation of experts in each of the areas in case there is a need to execute a project plan and discover a project with placeness. It also needs to focus on strengthening its connection with the urban regeneration new deal project by discovering the resident leaders and professional manpower, and establishing the performance indicators needed for systematically monitoring the regional changes in accordance to the urban regeneration preliminary project.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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• pp.589-594
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• 2000

The necessary strength and ductility to avoid structural damage under moderate earthquake can be achieved by properly detailed transverse reinforcement in the plastic hinge zone. However, most structural walls have a higher aspect ratio(M/Vl\ulcorner) without well confined boundary regions. Therefore there is a need for adequate detailing in the plastic hinge zone, particularly boundary regions. In this paper, the fabricated interlocking spirals is introduced as a new seismic detailing for ductile behavior of the structural walls to be able to substitute for existing complicated detailing with ties. This paper also investigates the behavior characteristics of structural walls with interlocking spirals including confinement of the concrete and strength associated with flexure and shear.

• 한국항해항만학회지
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• 제32권5호
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• pp.415-423
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• 2008

이 연구는 해양레저스포츠 정책의 발전방향에 관한 것이다. 이러한 연구를 위하여 우리나라 해양레저스포츠에 관한 선행연구와 실태분석, 해양레저스포츠의 장애요인 및 발전요인을 분석하였다. 해양레저산업의 발전에 기초 자료를 제공하고자 한 결론은 다음과 같다. 첫째, 정책기반의 문제로 해양문화에 대한 홍보 미비로 인한 국민들의 인식개선, 해양레저 산업에 대한 국가정책 반영 강화, 해양산업 해양레저스포츠 복합단지의 국가자원화 개발 중복 투자 방지, 선진국과의 긴밀한 network 구축 강화이다. 둘째, 인적기반의 문제로 해양레저 산업분야의 전문부처 조직신설, 전문지도자 육성 및 기반조성 사업의 TF팀 육성 강화이다. 셋째, 시설기반의 문제로 해양레저 관련 SOC의 확충, 해양레저 시설개발을 위한 법 제도적 규제완화, 지방정부와의 긴밀한 협력체계로 인한 난개발의 방지이다. 넷째, 법 제도적 기반의 문제로 규제 중심의 관련법규 철폐, 정책의 혼선으로 인한 법 제도적 혼선 방지이다. 다섯째, 산업적 기반의 문제로 국내 수요공급 확충과 부품산업의 강화, 선박/엔진 등 정비사 자격제도의 육성이다.

• 보존과학회지
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• 제26권4호
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• pp.445-458
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• 2010

1993년에 해체 및 보존 처리된 금산사미륵전 벽화는 현재 박락과 균열, 박리와 같은 심각한 손상이 진행된 것으로 조사되었다. 금번 분석조사는 향후 진행될 금산사 미륵전 벽화 보존처리를 위하여 과거에 처리된 벽체의 재료적 특성을 파악하기위해 진행되었다. 손상이 가장 심한 남측 벽의 벽체를 대상으로 하였으며 시료는 남측 2층 외벽의 불벽과 포벽화의 마감벽, 중벽, 배면 보강부의에서 박락된 벽체시료를 채취하여 미세구조와 화학성분, 결정상, 그리고 입도분포를 중심으로 분석하였다. 분석결과, 불벽과 포벽의 마감벽은 유사한 풍화토를 사용하였고 중벽 또한 유사한 모래와 풍화토를 사용하였으며 비교적 균일한 크기와 모양의 광물 입자들의 집합체로 구성되어 있으나, 과거 보존처리 과정에서 벽체의 보강을 위해 사용한 아크릴 계열의 경화제의 영향으로 광물 입자들이 응집되어 매우 단단한 응결체 (aggregate)를 형성하고 있는 것으로 확인되었다. 벽체의 배면 1차 보강층과 배면 2차 보강층은 석고($CaSO_4{\cdot}2H_2O$)가 주 결정상인 것으로 분석되었으며, 모래와 점토광물이 소량 함유되어 있는 것으로 판단된다. 향후 보존처리는 부분적으로 경화된 벽체후면에 대한 조치와 1, 2차보강층의 제거가 우선적으로 진행되어야 한다.

• 한국전산구조공학회논문집
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• 제15권3호
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• pp.545-555
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• 2002

이 논문에서는 여러개의 비틀림보강재를 갖는 코아구조물의 비틀림거동을 구하기 위한 매트릭스 해석방법을 제안하였다. 몇가지의 가정을 토대로 등분포와 삼각분포, 그리고 구조물 상단에 집중 비틀림하중이 작용하는 경우에 대한 응력과 변위식들을 유도하였으며 비틀림각과 응력을 최소화하기 위한 보강위치를 추정하기 위하여 보강재의 위치를 이동시켜 가변서 위치변화가 코아의 비틀림거동에 미치는 영향을 분석하였다. 또한 본 이론해석의 신뢰성을 고찰하기 위하여 비틀림보강재가 설치된 해석모델틀을 토대로 본 이론에서 구한 응력과 변위를 MIDAS-GEN프로그램에 의한 결과와 비교하였고, 만족할 만한 결과를 얻었다. 비록 컴퓨터를 이용한 3차원해석이 일반적인 구조해석 방법으로 다가왔으나 비용과 시간이 많이 소요되므로 모든 경우에서 최적의 수단이 될 수는 없다. 본 연구에서 제시된 공식들은 초기 설계단계에서 비틀림하중을 받는 실제 코아구조물의 응력과 변위를 추정하는데 유용하게 사용될 수 있을 것이다.