• 토지주택연구
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• 제4권2호
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• pp.185-192
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• 2013

이 논문에서는 저층 경량건물을 대상으로 고성능 내진을 구현하기 위하여 적용된 복합면진시스템의 적용효과가 비선형해석과 현장실험을 통하여 제시되었다. 이 연구에서 적용된 복합면진시스템은 슬라이딩베어링(sliding bearing)과 적층고무베어링(laminated rubber bearing)을 혼용하는 방법으로 전체 면진시스템의 고유주기를 신장시키는데 있어서 적층고무베어링이 지니는 한계를 극복하기 위한 것이다. 비선형해석결과, 복합면진시스템을 채용하여 설계된 면진건물은 아주 드물게 발생하는 강진에 대해서도 최대응답변위가 허용설계변위 이내이며, 최대응답전단력이 설계지진력 이하이므로 안전하게 유지될 수 있음을 알 수 있었다. 또한 현장실험결과, 면진층의 강성은 설계 등가강성 값의 약 95.8%에 해당하는 값을 나타내 전체 면진시스템의 실제 특성이 설계값과 잘 일치하고 있음을 확인할 수 있었다.

• 한국재료학회지
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• 제33권1호
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• pp.21-28
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• 2023

The electromembrane process, which has advantages such as scalability, sustainability, and eco-friendliness, is used in renewable energy fields such as fuel cells and reverse electrodialysis power generation. Most of the research to visualize the internal flow in the electromembrane process has mainly been conducted on heterogeneous ion exchange membranes, because of the non-uniform swelling characteristics of the homogeneous membrane. In this study, we successfully visualize the electro-convective vortices near the Nafion homogeneous membrane in PDMS-based microfluidic devices. To reinforce the mechanical rigidity and minimize the non-uniform swelling characteristics of the homogeneous membrane, a newly developed swelling supporter was additionally adapted to the Nafion membrane. Thus, a clear image of electroconvective vortices near the Nafion membrane could be obtained and visualized. As a result, we observed that the heterogeneous membrane has relatively stronger electroconvective vortices compared to the Nafion homogeneous membranes. Regarding electrical response, the Nafion membrane has a higher limiting current and less overlimiting current compared to the heterogeneous membrane. Based on our visualization, it is assumed that the heterogeneous membrane has more activated electroconvective vortices, which lower electrical resistance in the overlimiting current regime. We anticipate that this work can contribute to the fundamental understanding of the ion transport characteristics depending on the homogeneity of ion exchange membranes.

• 센서학회지
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• 제31권3호
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• pp.156-162
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• 2022

This study estimates the relative position between body segments using segment orientation and segment-to-joint center (S2J) vectors. In many wearable motion tracking technologies, the S2J vector is treated as a constant based on the assumption that rigid body segments are connected by a mechanical ball joint. However, human body segments are deformable non-rigid bodies, and they are connected via ligaments and tendons; therefore, the S2J vector should be determined as a time-varying vector, instead of a constant. In this regard, our previous study (2021) proposed a method for determining the time-varying S2J vector from the learning dataset using a regression method. Because that method uses a deformation-related variable to consider the deformation of S2J vectors, the optimal variable must be determined in terms of estimation accuracy by motion and segment. In this study, we investigated the effects of deformation-related variables on the estimation accuracy of the relative position. The experimental results showed that the estimation accuracy was the highest when the flexion and adduction angles of the shoulder and the flexion angles of the shoulder and elbow were selected as deformation-related variables for the sternum-to-upper arm and upper arm-to-forearm, respectively. Furthermore, the case with multiple deformation-related variables was superior by an average of 2.19 mm compared to the case with a single variable.

• 한국자연치유학회지
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• 제9권2호
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• pp.37-45
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• 2020

목적 : 특발성파킨슨병(PD)은 운동증상(떨림, 운동 완서, 경직)과 비운동증상(통찰력과 인지 장애, 기분의 불편함, 우울증, 불안증, 후각 기능장애)이 있다. 이 연구는 호흡, 명상 및 기공 치유로 PD 비운동증상의 개선 효과를 탐색하는 것이 목적이다. 방법 : PD가 있는 대상자(11명)에게 An's-4444힐링호흡, An's관정힐링명상, An's힐링기공치유의 3단계를 1회에 80분 동안 12회 수행하고 치유 전후, 1개월 경과 후 3회 측정하여 측정치를 비교 평가하였다. 결과 : 12회 치유 후 통찰력과 인지장애에 대한 통합 파킨슨병 등급척도(UPDRSI) 수치는 69%, 우울증척도(HAMD)는 61%, 불안증(HAMA)은 64%, 후각 기능장애 냄새식별 테스트(TSI)는 82%로 각각 개선되었다. 치유 1개월 경과 후의 수치는 4개 척도 모두 차이가 없었다. 이는 치유 후 1개월 경과 후까지 효과가 유지됨을 의미한다. 결론 : An's 호흡, 명상 및 기공요법으로 PD비운동증상이 유의성 있게 개선되었다. 특히 후각기능장애 개선으로, 향기를 맡게 되어 삶의 만족도가 향상되었다. 결과는 호흡, 명상 및 기공요법이 PD의 비운동성 증상을 개선 및 치유하는 자연요법으로 가치가 있다고 판단하며, 의생명과학적 추가 연구가 필요하다.

• 한국건설안전학회 논문집
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• 제6권1호
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• pp.7-11
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• 2024

펌프카는 콘크리트를 타설하는 장소에 필요한 만큼 운반하는 장비로, 짧은 시간에 많은 양의 콘크리트 타설하기 위해서는 펌프카를 사용하는 것이 경제성 및 품질관리 측면에 가장 효율적이다. 그러나 최근에는 콘크리트 타설중에 붐 파손으로 인한 인명피해가 많이 발생하고 있으므로 본 연구에서는 장비 제작단계, 노후장비에 대한 검사기준, 장비대여제도 등의 개선이 필요함을 제언한다. 그 이유는 펌프카의 유한요소해석 결과, 붐 2단에서 작용하는 상당응력과 붐상단에서 최대응력이 895.39MPa로 나타났고, M.S. 0.04로 가장 낮게 평가되었으므로 보강의 필요성을 인식했다. 그리고 2단계 붐은 1~5단계 붐대 중 가장 스트레스가 많고, 취약한 부분임을 확인했다. 따라서 설계 및 제작 단계에서 부재의 두께와 강성을 높이고, 현재 사용되는 장비의 강판에 대한 보강이 필요하다. 또한, 일반 건설기계 전체에 대한 비파괴 검사를 의무적으로 반영하고, 비파괴검사 및 정기검사시 붐대 결함 누락에 대한 책임을 검사기관에 부담시키는 제도 구축이 시급하다.

• Structural Engineering and Mechanics
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• 제32권3호
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• pp.383-398
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• 2009

Applying nonlinear statistical analysis methods in estimating the performance of structures in earthquakes is strongly considered these days. This is due to the methods' simplicity, timely lower cost and reliable estimation in seismic responses in comparison with time-history nonlinear dynamic analysis. Among nonlinear methods, simplified to be incorporated in the future guidelines, Modal Pushover Analysis, known by the abbreviated name of MPA, simply models nonlinear behavior of structures; and presents a very proper estimation of nonlinear dynamic analysis using lateral load pattern appropriate to the mass. Mostly, two kinds of connecting joints, 'hinge' and 'rigid', are carried out in different type of steel structures. However, it should be highly considered that nominal hinge joints usually experience some percentages of fixity and nominal rigid connections do not employ totally rigid. Therefore, concerning the importance of these structures and the significant flexibility effect of connections on force distribution and elements deformation, these connections can be considered as semi-rigid with various percentages of fixity. Since it seems, the application and implementation of MPA method has not been studied on moment-resistant steel frames with semi rigid connections, this research focuses on this topic and issue. In this regard several rigid and semi-rigid steel bending frames with different percentages of fixity are selected. The structural design is performed based on weak beam and strong column. Followed by that, the MPA method is used as an approximated method and Nonlinear Response History Analysis (NL-RHA) as the exact one. Studying the performance of semi-rigid frames in height shows that MPA technique offers reasonably reliable results in these frames. The methods accuracy seems to decrease, when the number of stories increases and does decrease in correlation with the semi-rigidity percentages. This generally implies that the method can be used as a proper device in seismic estimation of different types of low and mid-rise buildings with semi-rigid connections.

• 대한기계학회논문집A
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• 제39권7호
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• pp.707-712
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• 2015

용접변형은 용접 시 구조물 내에서의 불균일한 온도분포특성으로 인하여 필연적으로 유발되는 현상이다. 또한 용접변형이 발생된 용접구조물의 일부를 제거하는 과정에서 구조물내의 용접잔류응력과 강성의 연속적인 변화에 따라 추가적인 변형이 발생하여 변형의 재분포가 이루어진다. 특히, 이러한 현상은 선박의 제조과정 중 대형블럭을 옮기기 위해 설치된 러그의 절단과정에서 살펴볼 수 있다. 용접구조물의 부분 제거 시 발생되는 변형의 재분포는 절단공구의 파손 등의 문제를 야기하기도 한다. 본 논문은 실험을 통하여 용접구조물의 부분 제거에 따른 용접변형의 재분포가 어떠한 양상으로 발생되는지 연구하기 위한 것이다. 실험을 위해 필릿용접을 실시하였고, 용접된 리브의 일부를 제거함에 따라 발생되는 종굽힘과 각변형을 측정하여 비교 및 분석하였다.

• 국제초고층학회논문집
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• 제6권3호
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• pp.249-259
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• 2017

The use of high-strength steels in construction of highrise and mega building structures can bring about many technological advantages from fabrication to erection. However, key design criteria such as local and lateral stability in current steel design specifications were developed based on tests of ordinary steels which have stress-strain characteristics very different from that of high strength steels. A series of tests on 800 MPa tensile strength steel (HSA800) members are summarized in this paper which were conducted to investigate the appropriateness of extrapolating current ordinary-steel based design criteria to high strength steels. 800 MPa I-shape beam specimens designed according to flange local buckling (FLB) criteria of the AISC Specification developed a sufficient strength for elastic design and a marginal rotation capacity for plastic design. It is shown that, without introducing distinct and significant yield plateau to the stress-strain property of high-strength steel, it is inherently difficult to achieve a high rotation capacity even if all the current stability limits are met. 800 MPa I-shape beam specimens with both low and high warping rigidity exhibited sufficient lateral torsional buckling (LTB) strength. HSA800 short-column specimens with various edge restraint exhibited sufficient local buckling strength under uniform compression and generally outperformed ordinary steel specimens. The experimental P-M strength was much higher than the AISC nominal P-M strength. The measured residual stresses indicated that the impact of residual stress on inelastic buckling of high-strength steel is less. Cyclic seismic test results showed that HSA800 members have the potential to be used as non-ductile members or members with limited ductility demand in seismic load resisting systems. Finally, recent applications of 800 MPa high strength steel to highrise and mega building structures in Korea are briefly presented.

• Earthquakes and Structures
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• 제10권5호
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• pp.1143-1179
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• 2016

Offshore wind turbines are considered as a fundamental part to develop substantial, alternative energy sources. In this highly flexible structures, monopiles are usually used as support foundations. Since the monopiles are large diameter (3.5 to 7 m) deep foundations, they result in extremely stiff short monopiles where the slenderness (length to diameter) may range between 5 and 10. Consequently, their elastic deformation patterns under lateral loading differ from those of small diameter monopiles usually employed for supporting structures in offshore oil and gas industry. For this reason, design recommendations (API and DNV) are not appropriate for designing foundations for offshore wind turbine structures as they have been established on the basis of full-scale load tests on long, slender and flexible piles. Furthermore, as these facilities are very sensitive to rotations and dynamic changes in the soil-pile system, the accurate prediction of monopile head displacement and rotation constitutes a design criterion of paramount importance. In this paper, the Fourier Series Aided Finite Element Method (FSAFEM) is employed for the determination of static impedance functions of monopiles for OWT subjected to horizontal force and/or to an overturning moment, where a non-homogeneous soil profile has been considered. On the basis of an extensive parametric study, and in order to address the problem of head stiffness of short monopiles, approximate analytical formulae are obtained for lateral stiffness $K_L$, rotational stiffness $K_R$ and cross coupling stiffness $K_{LR}$ for both rough and smooth interfaces. Theses expressions which depend only on the values of the monopile slenderness $L/D_p$ rather than the relative soil/monopile rigidity $E_p/E_s$ usually found in the offshore platforms designing codes (DNV code for example) have been incorporated in the expressions of the OWT natural frequency of four wind farm sites. Excellent agreement has been found between the computed and the measured natural frequencies.

• 대한족부족관절학회지
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• 제9권1호
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• pp.99-104
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• 2005

Purpose: The purpose of this study was to investigate usefulness of locking compression plate (LCP) as an open reduction technique by evaluating clinical results obtained from the patients with lateral malleolar fracture treated by internal fixation using LCP after open reduction. Materials and Methods: Among the patients with lateral malleolar fracture, the 28 patients who were treated by internal fixation using Locking compression plate after an open reduction and were able to be followed up for more than 6 months were included in this study. Final postoperative evaluation was done based on the Meyer's clinical and radiologic evaluation system. Results: All cases achieved anatomical reduction and fixation of the reduction postoperatively. 28 minutes were taken meaningly from the incision to the fixation of LCP plate after the anatomical reduction. Everage bony union time was 8.2 weaks, and the result was excellent in 23 cases (82%), good in 5 cases (17%) and poor result was abscent according to the criteria of Meyer et al. One case of post traumatic arthritis and one case of superficial infection on the operation site were found, but non-union, delayed union and malunion were not occurred. Conclusion: The internal fixation after open reduction using LCP is an effective treatment method in treating lateral malleolar fracture of the ankle since it offers advantages including easy application and a greater stability due to its capability of maintaining exact anatomical reduction even though the screw does not penetrate the medial cortex of fibular to add the stability and rigidity of the fixation.