• 한국지반환경공학회 논문집
• /
• 제5권1호
• /
• pp.65-73
• /
• 2004

파형강관의 해석은 2차원 프레임 해석이나 압축링 모델에 의존하고 있다. 이는 흙-구조물 합성구조계의 거동을 고려하지 않은 해석이다. 파형강관 구조물은 토피고와 지간에 따라 하중저항시스템이 변화한다. 따라서, 흙-구조물 합성구조계의 작용을 고려한 유한요소해석을 통해 파형강관의 거동특성을 확인하였다. 적정토피고 이상 성토하면 파형강관은 연성관의 토압분포에 따른 거동과 유사하며, 차량하중의 영향은 적정토피고 이상 성토할수록 감소하였다. 그러나, 적정토피고 이하로 성토할 경우, 연직토압이 감소하고 파형강관 측면의 수동토압도 감소하여 완전한 연성관 거동을 나타내지 못했고, 성토 높이가 적정토피고 이하로 작아질수록 차량하중이 단면력에 미치는 영향이 커져, 파형강관 구조물의 거동을 지배하였다.

• Corrosion Science and Technology
• /
• 제9권2호
• /
• pp.92-97
• /
• 2010

Many kinds of alternative fuels such as biodiesel, ethanol, methanol, and natural gas have been developed in order to overcome the limited deposits in fossil fuels. In some cases, the alternative fuels have been reported to cause degrade materials. The corrosion rates of metals were measured by immersion test, a kind of time consuming test because low conductivity of these fuels was not allowed to employ electrochemical tests. With twin two-electrode cell newly designed for the study, however, electrochemical impedance spectroscopy (EIS) test was successfully applied to evaluation of the corrosion resistance ($R_p$) of zinc, iron, aluminum, and its alloys in an oxidized biodiesel and gasoline/ethanol solutions and the corrosion resistance from EIS was compared with the corrosion rate from immersion test. In biodiesel, $R_p$ increased in the order of zinc, iron, and aluminum, which agreed with the corrosion resistance measured from immersion test. In addition, on aluminum showing the best corrosion resistance ($R_p$), the effect of magnesium as an alloying element was evaluated in gasoline/ethanol solutions as well as the oxidized biodiesel. $R_p$ increased with addition of magnesium in gasoline/ethanol solutions containing chloride and the oxidized biodiesel. In the mean while, in gasoline/ethanol solutions containing formic acid, Al-Mg alloy added 1% magnesium had the highest $R_p$ and the further addition of magnesium decreased $R_p$. It can be explained with the fact that the addition of more than 1% magnesium increases the passive current density of Al-Mg alloys.

• Wind and Structures
• /
• 제10권3호
• /
• pp.233-247
• /
• 2007

The insertion of steel braces has become a common technique to limit the deformability of steel framed buildings subjected to wind loads. However, when this technique is inadequate to keep floor accelerations within acceptable levels of human comfort, dampers placed in series with the steel braces can be adopted. To check the effectiveness of braces equipped with viscoelastic (VEDs) or friction dampers (FRDs), a numerical investigation is carried out focusing attention on a three-bay fifteen-storey steel framed building with K-braces. More precisely, three alternative structural solutions are examined for the purpose of controlling wind-induced vibrations: the insertion of additional diagonal braces; the insertion of additional diagonal braces equipped with dampers; the insertion of both additional diagonal braces and dampers supported by the existing K-braces. Additional braces and dampers are designed according to a simplified procedure based on a proportional stiffness criterion. A dynamic analysis is carried out in the time domain using a step-by-step initial-stress-like iterative procedure. Along-wind loads are considered at each storey assuming the time histories of the wind velocity, for a return period $T_r=5$ years, according to an equivalent wind spectrum technique. The behaviour of the structural members, except dampers, is assumed linear elastic. A VED and an FRD are idealized by a six-element generalized model and a bilinear (rigid-plastic) model, respectively. The results show that the structure with damped additional braces can be considered, among those examined, the most effective to control vibrations due to wind, particularly the floor accelerations. Moreover, once the stiffness of the additional braces is selected, the VEDs are slightly more efficient than the FRDs, because they, unlike the FRDs, dissipate energy also for small amplitude vibrations.

• Geomechanics and Engineering
• /
• 제12권2호
• /
• pp.295-312
• /
• 2017

Cast in situ and grouted concrete helical piles with 150-200 mm diameter half cylindrical ribs have become an economical and effective choice in Shanghai, China for uplift piles in deep soft soils. Though this type of pile has been successful used in practice, the reinforcing mechanism and the contribution of the ribs to the total resistance is not clear, and there is no clear guideline for the design of such piles. To study the inclusion of ribs to the contribution of shear resistance, the shear behaviour between silty sand and concrete slabs with parallel ribs at different spacing and angles were tested in a large direct shear box ($600mm{\times}400mm{\times}200mm$). The front panels of the shear box are detachable to observe the soil deformation after the test. The tests were modelled with three-dimensional finite element method in ABAQUS. It was found that, passive zones can be developed ahead of the ribs to form undulated failure surfaces. The shear resistance and failure mode are affected by the ratio of rib spacing to rib diameter. Based on the shape and continuity of the failure zones at the interface, the failure modes at the interface can be classified as "punching", "local" or "general" shear failure respectively. With the inclusion of the ribs, the pull out resistance can increase up to 17%. The optimum rib spacing to rib diameter ratio was found to be around 7 based on the observed experimental results and the numerical modelling.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2005년도 추계학술대회논문집
• /
• pp.963-966
• /
• 2005

Model updating method is known to the area to correct finite element models by the results of the experimental modal analysis. Most common methods in model updating depend on a parametric model of the structure. In this case, the number of parameters is normally smaller than that of modal data obtained from an experiment. In order to overcome this limitation, many researchers are trying to get modal data as many as possible to date. 1 want to name this method multiple modified-system generation method. These Methods consist of direct system modification method and feedback controller method. The direct system modification Is to add a mass or stiffness on the original structure or perturb the boundary conditions. The feedback controller method is to make the closed food system with sensor and actuator so as to get the closed loop modal data. In this paper, we need to focus on the feedback controller method because of its simplicity. Several methods related the feedback controller methods are virtual passive controller (VPC) sensitivity enhancement controller (SEC) and mode decoupling controller (MDC). Among them, we will apply MDC to the model updating problem. MDC has various advantages compared with other controllers, such as VPC and SEC. To begin with, only the target mode can be changed without changing modal property of non-target modes. In addition, it is possible to fix any modes if the number of sensors is equal to that of the system modes. Finally, the required control power to achieve desired change of target mode is always lower than those of other methods such as VPC. However, MDC can make the closed loop system unstable when using incomplete modal data. So we need to take action to avoid undesirable instability from incomplete modal data. In this paper, we address the method to design the unique and robust MDD obtained from incomplete modal data. The associated simulation will be Incorporated to demonstrate the usefulness of this method.

• 융합정보논문지
• /
• 제11권11호
• /
• pp.166-171
• /
• 2021

본 연구에서는 기존 고무마운트와 동일한 외부 형상을 갖는 능동마운트를 고안하고 진동절연 성능을 실험적으로 고찰하고자 한다. 압전작동기를 특징으로 하는 제안된 능동 마운트는 고성능 선박이나 자동차에서 사용되는 기계장치들의 진동을 절연하기 위해 적용될 수 있으며, 고무요소와 함께 구성되어 하이브리드 구조를 갖고 있다. 먼저 수동형 고무마운트의 동적 특성을 실험적으로 고찰하였으며, 고무마운트의 형상에 기초하여 능동형 마운트을 위한 고무요소가 제작되었고 2개의 스택형 압전작동기와 직렬로 연결함으로써 관성형 작동메커니즘을 구성하였다. 본 연구에서는 진동을 절연하기 위해 단순하면서도 현장 적용이 용이한 PID 제어기가 구성되어 비공진 고주파수 대역의 진동을 절연하기 위한 제어 실험에 적용되었다. 마지막으로 넓은 주파수 영역에서 진동제어 성능을 실험적으로 고찰하고 기존 고무마운트와 진동 절연 성능를 비교 평가하였다.

• 한국항행학회논문지
• /
• 제24권6호
• /
• pp.573-580
• /
• 2020

본 논문에서는 회로의 기본 구성요소인 인덕터와 커패시터를 LTCC 다층 기판에서 활용이 가능한 형태로 구성하여 각각의 특성을 분석하였다. 분석을 위해 사용된 인덕터와 커패시터는 유전율 7인 유전체 내부에 각각 사각형 나선 구조와 MIM 구조로 설계되었으며, 인덕터의 감은 수와 커패시터의 적층 수를 달리하여 제작하고 측정하였다. 측정된 결과는 커브피팅 방식을 이용하여 논문에서 제안한 등가회로의 각 소자 값을 추출하였고 추출된 결과를 토대로 제안한 등가회로의 타당성을 검증하였다. 분석된 인덕터와 커패시터는 라이브러리 형태로 구현하였으며 일립틱 타입의 5차 LPF 설계에 적용하여 그 활용성을 입증하였다. LPF는 실제 제작을 통해 측정되었으며, 결과적으로 통과 대역인 DC ~ 3.7 GHz 대역에서 삽입손실이 최대 1.0 dB, 반사손실이 19.2 dB, 저지 대역에서의 감쇄 값이 23.9 dB로 모든 항목에서 설계 목표치에 근접한 결과를 보였다.

• 한국정보전자통신기술학회논문지
• /
• 제14권6호
• /
• pp.479-486
• /
• 2021

본 논문에서는 신호감지회로(Signal Sensing Circuit : SSC)를 추가하여 2개의 루프로 구성된 단일 커패시터 루프필터를 가진 극소형 위상고정루프(Phase Locked Loop : PLL)를 제안하였다. 위상고정루프 크기를 극단적으로 줄이기 위하여 가장 많은 면적을 차지하는 수동소자 루프필터를 극소형 단일 커패시터(2pF)로 설계하였다. 신호감지회로가 포함된 내부 부궤환 루프 출력이 외부 부궤환 루프의 단일 커패시터 루프필터 출력에 부궤환 역할을 하여 제안한 극소형 위상고정루프가 안정적으로 동작하도록 설계하였다. 위상고정루프 출력 신호 변화를 감지하는 신호 감지 회로는 루프필터의 커패시턴스 전하량을 조절하여 위상고정루프 출력 주파수의 초과 위상변이를 줄였다. 제안된 구조는 기존 구조에 비해 1/78 정도의 작은 커패시터를 가짐에도 불구하고 지터 크기는 10% 정도 차이가 난다. 본 논문의 위상고정루프는 1.8V 180nm 공정을 사용하였고, Spice를 통해 안정하게 동작하는 시뮬레이션 결과를 보여주었다.

• Structural Engineering and Mechanics
• /
• 제82권1호
• /
• pp.107-120
• /
• 2022

The bracing members capable of active control against seismic loads to reduce earthquake damage have been widely utilized in construction projects. Effectively reducing the structural damage caused by earthquake events, bracing systems equipped with retrofitting damper devices, which take advantage of the energy dissipation and impact absorption, have been widely used in practical construction sites. Shape Memory Alloys (SMAs) are a new generation of smart materials with the capability of recovering their predefined shape after experiencing a large strain. This is mainly due to the shape memory effects and the superelasticity of SMA. These properties make SMA an excellent alternative to be used in passive, semi-active, and active control systems in civil engineering applications. In this research, a new system in diagonal braces with slit damper combined with SMA is investigated. The diagonal element under the effect of tensile and compressive force turns to shear force in the slit damper and creates tension in the SMA. Therefore, by creating shear forces in the damper, it leads to yield and increases the energy absorption capacity of the system. The purpose of using SMA, in addition to increasing the stiffness and strength of the system, is to create reversibility for the system. According to the results, the highest capacity is related to the case where the ratio of the width of the middle section to the width of the end section (b₁/b) is 1.0 and the ratio of the height of the middle part to the total height of the damper (h₁/h) is 0.1. This is mainly because in this case, the damper section has the highest cross-section. In contrast, the lowest capacity is related to the case where b₁/b=0.1 and the ratio h₁/h=0.8.

• 대순사상논총
• /
• 제25_2집
• /
• pp.45-70
• /
• 2015

Master Jeungsan understood a general view of Pungsu but actually he used the theory of Pungsu in his own religious perspective, transcending it. The theory of Pungsu is different. But the fact that it is premised on the principle of 'in and yang', the five-element principle, the Book of Changes, energy thought, and To chugi piyung, etc. is generally recognized. The three important elements of Pungsu are mountain, water, and direction or man. Pungsu has formal principles such as Gallyongbeop, Jangpungbeop, Deuksubeop, Jeonghyeolbeop, Jwahyangbeop, and Hyeongukron. etc. In the late of Joseon, Jeungsan established a new traditional thought, understanding Bibopungsu, Gukdopungsu, Minganpungsu, etc. However, he reinterpreted them to be suitable to his religious ideal and let his followers understand them as well. In particular, Jeungsan overcame the previous view on earth and expressed a new perspective to enhance earth up to the level of heaven. In the perspective of the traditional world, earth is lower than heaven, but Jeungsan made it a status equal to heaven. He mentioned that in the past, the culture and history of man was influenced by earth's energy but today, at the age of man respect, he put passive man influenced by earth-condition on the more subjective and active status. Even though he mentioned different Pungsu, Hyeongguk, and Hyeolmyeong, he expressed the shape of Pungsu within the construction of three worlds, the one of heaven and earth transcending good or ill luck or a favorable change in fortune. He practised the expedient of Pungsu from the stand of the construction of heaven and earth instead of the usage of Bibopungsu, Gukdopungsu, and Minganpungsu. He diagnosed that the division of the world is caused by the one of earth and tried to solve it. Moreover, he said that Myeongdang(a propitious site) must be the man-orientation rather than the earth-orientation. It means that Pungsu, stressing the energy of earth and turning one's luck, is changing into the world of man-orientation. In other words, Jeungsan diagnosed the world of Pungsu but he ultimately used Pungsu theory in building up his own view of religious world transcending such a theory.