• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2000.09a
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• pp.163-170
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• 2000

The distinct element method has been effectively applied to the analysis of stability and behavior of jointed rock masses. In this paper the modelling characteristics of different types of distinct element model were investigated. Arch tunnel examples were chosen to compare the calculation results of two computer codes, NURBM and CBLOCK, where the former is based on implicit algorithm, and the other on explicit one. CBLOCK calculations show that joint properties are very important parameters in the stability analysis and that the joint stiffness ratio associated with joint configuration could be used as an indicator, whereas NURBM differ from that. Some other disagreements were also identified.

• Tunnel and Underground Space
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• v.10 no.3
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• pp.410-417
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• 2000

The distinct element method has been effectively applied to the analysis of stability and behavior of jointed rock masses. In this paper the modelling characteristics of different types of distinct element model were investigated. Arch tunnel examples were chosen to compare the calculation results of two computer codes, NURBM and CBLOCK, where the former is based on implicit algorithm, and the other on explicit one. CBLOCK calculations show that joint properties are very important parameters in the stability analysis and that the joint stiffness ratio associated with joint configuration could be used as an indicator, whereas NURBM differ from that. Some other disagreements were also identified.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.5
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• pp.1353-1362
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• 2014

In recent years, numerous environmental problems associated with the excessive use of fossil fuel are taking place. For an alternative energy resource, the importance of renewable energy and the demands of facilities to generate renewable energy are continuously rising. To satisfy such demands, a large number of photovoltaic energy generation structures are constructed and planned with large scale. However, because these facility zones are mostly constructed on land, some troubles are occurred such as rising of construction cost due to the cost of land use, environmental devastation, etc. To solve such problems, the floating type photovoltaic energy generation system using FRP members have been developed in Korea. FRP members are recently available in civil engineering applications due to many advantages such as high strength, corrosion resistance, light weight, etc. and they are suitable to fabricate the floating structures because of their material properties. In this study, the analytical and experimental investigations to evaluate the structural performance of floating PV generation structure and SMC FRP vertical member which is used to fabricate the structure were conducted. The static and dynamic performances of floating PV generation structure are evaluated through the FE analysis and the experiment, respectively. Moreover, the structural safety evaluation and buckling analysis of SMC FRP vertical compression member are also conducted by the FE analysis, and the structural behavior of SMC FRP member under compression and pullout is investigated by the experiments. From this study, it was found that the structural system composed of pultruded FRP and SMC FRP members are safe enough to resist externally applied loads.

• The Transactions of the Korean Institute of Power Electronics
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• v.9 no.6
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• pp.612-619
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• 2004

Servo motor systems with ball-screw and timing-belt are widely used in NC, robot, FA and industrial applications. However, the nonlinear friction torque and damping effect in machine elements reduce the control performance. Especially tracking errors in trajectory control and very low velocity control range are serious due to the break-away friction and Stribeck effects. In this paper, a new double speed controller is proposed for compensation of the nonlinear friction torque. The proposed double speed controller has outer speed controller and inner friction torque compensator. The proposed friction torque compensator compensates the nonlinear friction torque with actual speed and speed error information. Due to the actual information for friction torque compensator without parameters and mathematical model of motor, proposed compensator is very simple structure and the stability is very high. The proposed compensator is verified by simulation and experimental results.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.10 no.2
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• pp.67-78
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• 1990

An inverse self-iterative procedure is developed to determine layer moduli which are significant for the structural evaluation of pavements in developing rational and analytical rehabilitation technique. Falling weight deflectometer(FWD) is adopted as a non-destructive testing(NDT)device. The layer elastic theory is used to interpret NDT data. The theoretical deflection basins of pavement structures obtained by full factorial design are used for a parametric study on the characteristics of deflection basins and regression analyses. Regression equations to estimate layer moduli of flexible pavements are proposed through the regression analyses of theoretical deflection basins. The relationships between the rate of change of moduli and deflections are developed for the efficient iteration. An inverse self-iterative procedure to ensure the accuracy of the layer moduli is proposed. Validity and applicability of the developed procedure are verified through various numerical model tests.

• The KIPS Transactions:PartD
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• v.12D no.2 s.98
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• pp.327-334
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• 2005

The representation of Web Sites with EMFG(Extended Mark Flow Graph) is studied as a new method that represents the complicated Web Sites structure. The Web Sites usually have the number of iteration structures. The representation of these Web Sites with EMFG is too complicated, and so we can not understand the structure of these Web Sites sometimes. Therefore, in this paper, we classify these iteration structures when express Web Sites by EMFG as serial iteration structures and parallel iteration structures and propose the method that can simplify these iteration structures. Then we can reduce number of boxes, arcs, and transitions, and efficiently design and manage Web Sites by using this method.

• Computational Structural Engineering
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• v.11 no.4
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• pp.155-168
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• 1998

보강된 판 및 쉘구조의 안정성 및 후좌굴을 포함하는 기하학적 비선형 해석을 수행하기 위하여, total Lagrangian formulation에 근거한 연속체의 증분평형방정식으로부터 변형된 쉘요소인 유한요소이론을 제시하였다. 쉘구조의 곡률이 불연속적으로 변하거나 쉘부재들이 유한한 각도로 만나는 보강된 판 및 쉘구조의 비선형 해석이 가능하도록 주부재와 보강재 간의 연결점에 대한 일반적인 변환관계를 제시하였으며 좌굴해석 및 기하학적 비선형해석의 경우에 해의 정확성 및 수렴성을 개선시키기 위하여 접선강도행렬 산정시 회전각의 2차항을 포함시켰다. 또한, shear locking 현상을 극복하기 위하여 감차적분을 적용하였고 쉘구조의 좌굴해석에서는 power method를 적용하여 해석의 효율을 높였으며, 후좌굴해석에서는 변위 및 하중증분법을 적절히 결합시켜 보강된 쉘구조의 후좌굴 거동추적이 용이하였다. 또한, 입력자료를 손쉽게 준비하고 좌굴모드 및 후좌굴거동을 효율적으로 분석하기 위하여 전, 후 처리 프로그램을 개발하였고 다양한 해석예제를 통하여 다른 문헌의 해석결과를 비교함으로써 본 연구에서 개발된 유한요소 해석프로그램의 타당성 및 정확성을 입증하였다.

• The Journal of Korean Academy of Prosthodontics
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• v.54 no.2
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• pp.152-159
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• 2016

Implant fixed prosthesis for the complete edentulous maxilla provides significant benefits in the aspects of functions and esthetics compared with the conventional denture. Implant supported fixed prosthesis are totally supported by implant, and thus stabilizes the prosthesis to the maximum degree as possible. Also, the improved retention and stability of fixed prosthesis enhance patients' psychological and psychosocial health. This clinical presentation describes a maxillary full arch implant-supported fixed prosthesis in complete maxillary edentulous patient who showed vertical and horizontal alveolar bone resorption in the anterior ridge. To rehabilitate the esthetics and proper lip support, the zirconia framework was fabricated and the pink porcelain was veneered to reproduce the natural gingival tissue. After 9 months of follow up, the restorations were maintained without complications and the patient was satisfied with the restoration both functionally and esthetically.

• Proceedings of the Korean Vacuum Society Conference
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• 2014.02a
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• pp.420-420
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• 2014

최근, 과학 기술이 발달함에 따라 현장에서의 실시간 검사 및 자가 지단 등 질병 치유에 대한 사람들의 관심이 증가하고 있으며, 이에 따라 의료, 환경, 산업과 같은 많은 분야에서 바이오 센서에 대한 연구가 활발하게 이루어지고 있다. 그 중, EGFET는 전해질 속의 각종 이온 농도를 전기적으로 측정하는 바이오 센서로, 외부 환경으로부터 안전하고, 제작이 쉬우며, 재활용이 가능하여 비용을 절감 할 수 있다는 장점을 가지고 있다 [1]. EGFET는 감지부와 FET부로 분리된 구조를 가지고 있으며, 감지부의 감지막으로는 Al2O3, HfO2, $TiO_2$, SnO2 와 같은 다양한 물질들이 사용되고 있다. 그 중, SnO2는 우수한 감도와 안정성을 가지고 있는 물질로 추가적인 열처리 공정 없이도 우수한 감지 특성을 나타내기 때문에 본 연구에서 감지막으로 사용하였다. 한편, EGFETs 의 FET부로는 기존의 비정질 실리콘 TFTs 에 비해 10배 이상의 높은 이동도와 온/오프 전류비를 갖는 InGaZnO 를 채널층으로 사용한 TFTs 를 사용하였다. a-IGZO 는 넓은 밴드 갭으로 인해 가시광 영역에서 투명하며, 향후 투명 바이오센서 제작 시, 물질들 사이의 반응을 전기적 신호뿐만 아니라 광학적인 분석 방법으로도 검출이 가능하기에 고 신뢰성을 갖는 센서의 제작이 가능할 것으로 기대된다. 한편, a-IGZO TFTs 의 경우 우수한 전기적 특성을 나타냄에도 불구하고 소자 동작 시 문턱 전압이 불안정하다는 단점이 있으며 [2], 이러한 문제의 개선과 향후 투명 기판 위에서의 소자 제작을 위해서는 저온 열처리 공정이 필수적이다. 따라서, 본 연구에서는 저온 열처리 공정인 u-wave 열처리를 통하여 a-IGZO TFTs 의 전기적 특성 및 안정성을 향상시켰으며, 9.51 [$cm2/V{\cdot}s$]의 이동도와 135 [mV/dec] 의 SS값, 0.99 [V]의 문턱 전압, 1.18E+08의 온/오프 전류 비를 갖는 고성능 스위칭 TFTs 를 제작하였다. 최종적으로, 제작된 a-IGZO TFTs 를 SnO2 감지막을 갖는 EGFETs 에 적용함으로써 우수한 감지 특성과 안정성을 갖는 바이오 센서를 제작하였다.

• Journal of the Korea Society of Computer and Information
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• v.28 no.9
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• pp.73-79
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• 2023

This paper describes a level of detail (LOD) based bending spring structure and damping technique that can reliably represent strain-based dynamics (SBD) on a triangular mesh. SBD models elastic energy using strain instead of energy based on the edge length of a triangular mesh. However, when a large external force occurs, the process of calculating the elastic energy based on edges results in a degenerate triangle, which stretches in the wrong direction because it calculates an unstable strain. In this paper, we introduce an LOD-based bending spring generation and energy calculation method that can efficiently handle this problem. As a result, the technique proposed in this paper can reliably and efficiently handle SBD based on bending springs, which can provide a stable representation of cloth simulation.