• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
• /
• pp.993-996
• /
• 2008

콘크리트 구조물 설계에 사용되는 콘크리트 압축 응력블럭은 실제 응력분포를 등가의 삼각형, 직사각형, 사다리꼴 또는 포물선-직선 등 여러 형태로 나타낸 것이다. 이러한 콘크리트의 압축 응력블럭은 주요 선진국의 설계기준마다 그 형태가 조금씩 다르며, 각 나라 콘크리트의 재료적 특성을 반영하여 적용하고 있다. 현재, 우리나라 콘크리트 설계기준에 적용하고 있는 직사각형 압축 응력블럭은 ACI 설계기준과 동일한 형태이고, 이는 고강도 콘크리트의 재료적 특성을 반영하지 못하여 비합리적 이라는 여러 연구결과가 발표되어왔다. 본 연구는 주요 선진국의 설계기준에 적용되는 콘크리트 압축 응력블럭에 대해 검토하였으며, 우리나라 콘크리트의 재료적 특성을 알기 위해 콘크리트 압축 응력블럭 실험을 실시하였다. 실험을 통해 하중 및 변형률을 얻었으며, 실험 결과에 의한 응력블럭계수를 도출하였다. 실험에 의한 응력블럭계수와 주요 선진국의 설계기준에 적용하는 응력블럭계수 값들을 비교.분석하였다. 또한, 주요 설계기준의 응력블럭에 따른 공칭 축력-모멘트 상관도를 비교 분석하였다.

• 대한기계학회논문집A
• /
• 제39권10호
• /
• pp.995-999
• /
• 2015

자기유도(inductive) 센서는 원리가 간단하고 경제적이어서 변위, 힘, 압력 등 다양한 물리량 측정에 사용된다. 본 논문에서는 고리 모양의 강판과 코일로 이루어진 간단한 구조의 자기유도 센서를 제안하였다. 센서의 인덕턴스를 자기회로 방법을 이용하여 추정하고 유한요소 해석을 통해 검증하였다. 고리의 고유 진동수를 Castigliano 정리와 등가 질량 방법을 이용하여 추정하고 실험 및 유한요소 해석을 통해 검증하였다. 기계적 진동에 영향을 주지 않도록 센서의 가진 주파수를 결정하였으며, 구동 및 신호처리 회로를 설계하여 센서를 제작하였다. 제작된 자기유도 센서를 유연관 내부의 유체 압력을 비침습적으로 측정하는데 활용하였다. 압력과 센서 출력 간의 관계를 이차식 형태로 표현하면 2% 이내의 정확도로 압력을 측정할 수 있어 압력 센서로서의 가능성을 확인하였다.

• Earthquakes and Structures
• /
• 제17권6호
• /
• pp.635-647
• /
• 2019

Tests and theoretical studies for seismic responses of a transmission tower-line system under coupled horizontal and tilt (CHT) ground motion were conducted. The method of obtaining the tilt component from seismic motion was based on comparisons from the Fourier spectrum of uncorrected seismic waves. The collected data were then applied in testing and theoretical analysis. Taking an actual transmission tower-line system as the prototype, shaking table tests of the scale model of a single transmission tower and towers-line systems under horizontal, tilt, and CHT ground motions were carried out. Dynamic equations under CHT ground motion were also derived. The additional P-∆ effect caused by tilt motion was considered as an equivalent horizontal lateral force, and it was added into the equations as the excitation. Test results were compared with the theoretical analysis and indicated some useful conclusions. First, the shaking table test results are consistent with the theoretical analysis from improved dynamic equations and proved its correctness. Second, the tilt component of ground motion has great influence on the seismic response of the transmission tower-line system, and the additional P-∆effect caused by the foundation tilt, not only increases the seismic response of the transmission tower-line system, but also leads to a remarkable asymmetric displacement effect. Third, for the tower-line system, transmission lines under ground motion weaken the horizontal displacement and acceleration responses of transmission towers. This weakening effect of transmission lines to the main structure, however, will be decreased with consideration of tilt component.

• Smart Structures and Systems
• /
• 제26권1호
• /
• pp.89-102
• /
• 2020

Shape memory alloy (SMA)-based Superelasticity-assisted Slider (SSS) is proposed as an engineering solution to practically exploit the well-accepted advantages of both sliding isolation and SMA-based recentering. Self-centering capability in SSS is provided by austenitic SMA cables (or wire ropes), recently attracting a lot of interest and attention in earthquake engineering and seismic isolation. The cables are arranged in various novel and conventional configurations to make SSS versatile for aseismic design and retrofit of structures. All the configurations are detailed with thorough technical drawings. It is shown that SSS is applicable without the need for Isolation Units (IUs). IUs, at the same time, are devised for industrialized applications. The proof-of-concept study is carried out through the examination of mechanical behavior in all the alternative configurations. Force-displacement relations are determined. Isolation capabilities are predicted based on the decreases in seismic demands, estimated by the increases in effective periods and equivalent damping ratios. Restoring forces normalized relative to resisting forces are assessed as the criteria for self-centering capabilities. Lengths of SMA cables required in each configuration are calculated to assess the cost and practicality. Practical implementation is realized by setting up a small-scale IU. The effectiveness of SSS under seismic actions is evaluated using an innovative computer model and compared to those of well-known Isolation Systems (ISs) protecting a reference building. Comparisons show that SSS seems to be an effective IS and suitable for earthquake protection of both structural and non-structural elements. Further research aimed at additional validation of the system are outlined.

• 한국지진공학회논문집
• /
• 제5권3호
• /
• pp.73-78
• /
• 2001

본 논문은 Lyapunov 함수의 목표 변화율을 이용한 슬라이딩 모드 제어 기법을 제안한다. 슬라이딩 모드 제어는 구조물이 안정적인 거동을 하는 슬라이딩 표면을 정의하고 정의된 슬라이딩 표면에서 구조물이 거동하도록 만드는 제어기법으로 선형제어와 뱅뱅제어 등의 다망한 제어기 설계가 가능하다. 그러나, 기존 연구에서 선 형제어의 경우 Lyapunov 함수의 변화율이 음수라는 조건만 만족하도록 제어기 설계를 수행하여 제어기의 성능을 충분히 활용하지 못한다. 또한 제어기의 성능을 극대화하기 위해 사용하는 뱅뱅제어의 경우, 불필요하게 큰 제어력이 발생하는 문제점을 가지고 있다. 제안된 제어기법은 설계자에 의해 설정된 Lyapunov 함수의 목표 변화율을 달성함으로써 제어기의 성능을 효율적으로 활용할 수 있다. 수치해석결과, 제안된 제어기법은 기존의 선형제어보다 큰 최대응답감소의 효과를 가지며, 기존의 뱅뱅제어보다 적은 제어력을 가지고도 동등한 제어효과를 보인다.

• 화약ㆍ발파
• /
• 제23권1호
• /
• pp.55-64
• /
• 2005

근래 건설$\cdot$토목 현장에서는 인가절감 덴 안전사고를 방지하기 위하여 보다 안전하고 저렴한 폭약인 Emulsion 폭약이 기존의 CD계열의 폭약을 상당부분 대체해 가고 있는 실정이다. 그러나 현실적으로 경암 이상의 암반에 건설되는 터널에서는 Emulsion폭약 적용시 발파위력 면에서 그 한계에 봉착하고 있다. 따라서 본 연구에서는 고성능 Emulsion 폭약인 MegaMEX를 국내 경암 이상의 암반에 적용하여 발파효율 및 시공성 등을 검증해 보고자 하였다. 적용결과 굴진율, 파쇄도 등 발파효율 면에서 기존 Emulsion 폭약의 한계를 뛰어넘어, GD(Gelatin dynamite)계 열의 폭약인 MegaMITE와 근접한 수준의 발파효율을 나타내었으며, 환경적인 측면에서도 유리한 것으로 나타났다.

• 대한전기학회:학술대회논문집
• /
• 대한전기학회 2007년도 심포지엄 논문집 정보 및 제어부문
• /
• pp.377-379
• /
• 2007

To reduce the chattering errors of reed switch sensors used for automatic remote measurement of water supply system, a reed switch sensor was analyzed and improved. The operation of reed switch sensors can be described as a mechanical contact by approximation of permanent magnet piece to generate an electrical pulse. The reed switch sensors are used in measurement application by detecting the rotational or translational displacement. To apply for flow measurement devices, the reed switch sensors should keep high reliability. They are applied for the electronic digital type of water flow meters. The reed switch sensor is just installed simply on the mechanical type flow meter. A small magnet is attached on a pointer of the water meter counter rotor. Inside the reed sensor, two steel leaf springs make mechanical contact and apart as rotation of flow meter counter. The counting electrical contact pulses can be converted as the water flow amount. The MCU sends the digital flow rate data to the server using the wireless communication network. But it occurs data difference or errors by chattering noise. The reed switch sensor contains chattering error by it self at the force equivalent position. The vibrations such as passing car near to the switch sensor installed location. In order to reduce chattering error, most system uses just software methods for example using filter and also statistical calibration methods. The chattering errors were reduced by changing leaf spring structure using mechanical hysteresis characteristics.

• Steel and Composite Structures
• /
• 제22권5호
• /
• pp.1085-1114
• /
• 2016

This paper investigates the transverse impact response for ultra lightweight cement composite (ULCC) filled pipe-in-pipe structures through a parametric study using both a validated finite element procedure and a validated theoretical model. The parametric study explores the effect of the impact loading conditions (including the impact velocity and the indenter shape), the geometric properties (including the pipe length and the dimensions of the three material layers) as well as the material properties (including the material properties of the steel pipes and the filler materials) on the impact response of the pipe-in-pipe composite structures. The global impact responses predicted by the FE procedure and by the theoretical model agree with each other closely. The parametric study using the theoretical approach indicates the close relationships among the global impact responses (including the maximum impact force and the maximum global displacement) in specimens with the equivalent thicknesses, proposed in the theoretical model, for the pipe-in-pipe composite structures. In the pipe-in-pipe composite structure, the inner steel pipe, together with the outer steel pipe, imposes a strong confinement on the infilled cement composite and enhances significantly the composite action, leading to improved impact resistance, small global and local deformations.

• Geomechanics and Engineering
• /
• 제20권6호
• /
• pp.485-495
• /
• 2020

Based on the movement characteristics of overlying strata with gangue backfilling, the compression test of gangue is designed. The deformation characterristics of gangue is obtained based on the different Talbot index. The deformation has a logarithmic growth trend, including sharp deformation stage, linear deformation stage, rheological stage, and the resistance to deformation changes in different stages. The more advantageous Talbot gradation index is obtained to control the surface subsidence. On the basis of similarity simulation test with gangue backfilling, the characteristics of roof failure and the evolution of the supporting force are analyzed. In the early stage of gangue backfilling, beam structure damage directly occurs at the roof, and the layer is separated from the overlying rock. As the working face advances, the crack arch of the basic roof is generated, and the separation layer is closed. Due to the supporting effect of filling gangue, the stress concentration in gangue backfilling stope is relatively mild. Based on the equivalent mining height model of gangue backfilling stope, the relationship between full ratio and mining height is obtained. It is necessary to ensure that the gradation of filling gangue meets the Talbot distribution of n=0.5, and the full ratio meets the protection grade requirements of surface buildings.

• Asian-Australasian Journal of Animal Sciences
• /
• 제16권8호
• /
• pp.1218-1223
• /
• 2003

The effects of type (high and low voltages) and time (3, 40 and 60 min postmortem) of stimulation on drip loss and meat color at 24 h post-mortem were determined on M. longissimus dorsi of 38 crossbred steers and heifers. In addition, the effect of pH early postmortem (70 min postmortem) on the rate and extend of meat tenderization was examined. Either high or low voltage stimulation at 3 min showed a tendency for faster pH decline (p=0.052) and higher drip loss (p=0.08), and improved the color dimensions of L*, a* and b* (p<0.01), compared to stimulation at 40 min. This was equivalent to approximately one unit of an AUSMEAT color chip. On the other hand, although there were significant differences in pH decline between high voltage stimulation at 40 and 60 min, and between low voltage stimulation at 40 min and control sides, drip loss and meat color did not differ significantly (p>0.05). The results suggested that early application of stimulation, regardless of type of stimulation, improved overall meat color at 24 h postmortem through its effect on faster glycolysing rate. However, if the pH decline was moderate, the benefit of electrical stimulation on meat color was not apparent. An intermediate pH decline resulted in the lowest shear force. Due to differential ageing rates the optimum pH at 70 min postmortem increased with ageing time from 5.96, 6.07, 6.12 and 6.14 for 1, 3, 7 and 14 days postmortem, respectively. This implied that a small difference in the rate of pH decline was important, especially carcasses stimulated for very early postmortem, and the optimum rate of pH decline varied with intended ageing period. The study suggests that the beneficial or adverse effects of electrical stimulation on drip loss, meat color and tenderness is determined by the rate of pH decline, rather than by stimulation treatment and time of application per se.