Earticle

In this study, we performed thermal safety design of the electric module of a heat-loaded equipment with consideration of its heat dissipation performance. Initially, we calculated the heat dissipation of natural convection to choose a cooling method. Based on this, we found that some modules required forced convection and selected an air-cooling method with an outdoor temperature of 43 degrees Celsius, which is the maximum temperature in Korea. Prior to module production, we performed thermal analysis of each module and proceeded with a design to increase the thermal conductivity of the module as a primary step, and subsequently proceeded with Heat Sink design to maximize the heat dissipation performance. After considering various constraints according to the system requirements and designing the cooling path, we experimentally and analytically secured thermal safety at the operating temperature of the equipment.

Objective To compare a newly developed minimally-invasive method for percutaneous transforaminal epidural injection (INJ group) with the existing method for lumbar epidural catheterization (CATH group).Method Through anatomical review of experimental rats, the cephalic one fourth of the neural foramen was selected as the target point for drug delivery. After the rats had undergone lumbar epidural catheterization, lidocaine, and 1% methylene blue were injected through the unilateral or bilateral L5/6 neural foramen in the INJ group, and through an epidural catheter in the CATH group. Measurement of body weight and the mechanical allodynia test before and after injection of lidocaine, and fine dissection after injection were performed.Results Results of the mechanical allodynia test of 1.0% lidocaine 50 ml injection in the CATH group were statistically similar to those of 0.5% lidocaine 100 ml injection in the INJ group. The results of 2.0% lidocaine 50 ml injection in the CATH group were statistically similar to those of 1.0% lidocaine 100 ml injection in the INJ group. After dissection, only one distal partial spinal nerve was stained by methylene blue 50 ml through the transforaminal pathway. However, the dorsal root ganglion, nerve root, and adjacent hemi-partial spinal cord were stained by methylene blue 100 ml through the transforaminal pathway.Conclusion The percutaneous transforaminal epidural injection is practical, easy, and safe, and, in particular, does not cause significant pain compared to the existing lumbar epidural catheterization. We expect this method to be effective in an animal study showing that drug delivery to the spinal epidural space is necessary.

In this study, the real-time hybrid test using a shaking table for the control performance evaluation of a U-shaped tuned liquid column damper (TLCD) controlling the response of earthquake-excited building structure is experiment-tally implemented. In the test, the building structure is used as a numerical part, on which a U-shaped TLCD adopted as an experimental part was installed to reduce its response. At first, the force that is acting between a TLCD and building structure is measured from the load cell attached on shaking table and is fed-back to the computer to control the motion of shaking table. Then, the shaking table is driven such a manner that the error between the interface acceleration computed from the numerical building structure under the excitations of earthquake and the fed-back interface force and that measured from the shaking table. The control efficiency of the TLCD used in this paper is experimentally confirmed by implementing this process of shaking table experiment on real-time.

The superconducting accelerator's liquid or superfluid helium cryogenic system requires numerous temperature sensors to precisely monitor key components and ensure the device's safe and stable operation. Uncalibrated temperature sensors are widely used in large scientific facilities owing to their low cost and short supply cycles. This study developed a temperature sensor calibration system suitable for the superfluid helium temperature region. This system combines the comparison method and dynamic calibration while optimizing the calibration approach for different temperature ranges. A total of 20 uncalibrated temperature sensors were calibrated over a temperature range of 300 K to 2 K. Experimental results show that the system can simultaneously calibrate numerous temperature sensors, significantly improving calibration efficiency. In the 4.2 K-2 K temperature region, the calibration accuracy is ±6.035 mK, which meets the engineering application requirements of large scientific facilities.

이 논문은 콘크리트 교량의 내하력 평가에서 고정하중이 차지하는 응력을 현장측정 기법으로 평가하는 방법을 제시한 것이다. 이론적인 구조계산에만 의존하고 있는 고정하중에 대한 응력평가는 열화된 교량의 실제응력을 충분하게 반영하지 못하고 있는 실정이다. 따라서 이러한 문제점을 극복하기위한 방법으로 부분절단법을 제시하였으며 이 방법은 외부의 추가적인 하중재하없이 순수 고정하중에 의해 유발된 부재응력을 현장에서 직접적으로 측정할 수 있도록 고안된 것이다. 부분절단법의 적용은 기존의 이론적인 구조계산방법을 보완하고 보다 실질적인 고정하중 응력을 반영할 수 있게 된다. 제안된 현장 측정 방법의 적용성은 기존평가방법과 비교하여 검증하였다.

This paper describes an attempt to develop a practical method for the measurement of dead load stress in existing concrete bridges. In most cases, the dead load stress was determined by various theoretical calculations. However, the theoretical calculation cannot always provide a sufficient information on the current stress state due to lots of uncertainty. The key idea incorporated with this paper is the partial sectioning method which is able to estimate current stress state in concrete bridges subjected to dead load. The proposed method is applied to the safety assessment of actual concrete bridges and the applicability of this system is investigated.

최근 화학사고 증가와 함께 사고로 인한 재해에 대한 건수가 2012년부터 계속적으로 증가하고 있으며 국내 화학물질 사고 대표 사례인 구미 불산 사고를 보았을 때, 사고현장에 적용 가능한 기술이 미흡하여 피해가 확산되었다는 결과가 발생하였다. 따라서 본 논문에서 수질오염사고 대응체계를 위치기반에 맞춰 화학사고 발생 시 수환경에서 실시간 대응을 위한 위치기반의 지표측정방식의 GPS전자부자를 이용한 대체지표 추적에 대한 측정방법과 그에 대한 연구결과를 소개하고자 한다. 연구대상지는 불산사고가 발생했었던 지역인 구미시를 대상으로 김천시와 구미시 등 2개 시 로 이루어진 감천을 선정하였고 해당 대상지에 수질-수리 측정을 통해 GPS전자부자를 이용한 대체추적물질 추적에 대한 실험을 진행하였다. 이를 통해 GPS전자부자를 이용한 추적자실험에 있어 수질-수리 측정이 동시에 가능하며, 특히 해당 연구결과를 통해 GPS 전자부자를 활용한다면 하천 분야에서의 유출사고에 대한 재난대응체계에 상당히 도움이 될 것으로 사료된다.

Recently, along with the increase in chemical accidents, the number of accidents-related disasters has been increasing continuously since 2012, and when looking at the hydrogen fluoride incident which is a representative example of domestic chemical incidents, there is insufficient technology applicable to the incident site. The result was that the damage spread. Therefore, in this paper, we will adapt the water pollution accident response system to a location-based approach, and introduce a measurement method for alternative index tracking using a GPS electronic floater of a location-based index measurement method for real-time response in the water environment when a chemical incident occurs. The research target area is Gumi City, which is the area where the hydrogen fluoride incident occurred, and Gamcheon is selected, and alternative tracking using GPS electronic floater is conducted in the corresponding target area through water quality and flow measurement. As a result, it is possible to measure water quality and flow at the same time in tracker experiments using GPS electronic floater based on the research results, it is believed that using GPS electronic floater will be of great help in disaster response systems for spill incidents in the river.

본 논문에서는 댐 수문의 지진해석과 안전성 평가에 필수적인 지진시 동수압을 정확하고 효율적으로 산정하는 방법을 제시하였다. 제안된 방법은 비교적 간단한 현장 진동계측과 유한요소해석을 통하여 동수압과 등가인 부가질량을 계산하는 방법으로 정확성과 아울러 실용성을 고려하여 개발되어 실제 수문의 내진성능평가에 적용이 가능하다.

In this paper, a method is proposed to accurately and efficiently estimate the equivalent added mass of hydro-dynamic pressure on dam floodgates subjected to earthquake loading. The present method is based on a relatively-simple procedure using on-site vibration measurement and finite element frequency analysis, which is sufficiently practical to be used in the earthquake resistance performance evaluation of dam floodgates.

This paper suggests a systematic methodology to predict chip forms using the experimental design technique and the neural network. Significant factors determined with ANOVA analysis are used as input variables of the neural network back-propagation algorithm. It has been shown that cutting conditions and cutting tool shapes have distinct effects on the chip forms, so chip breaking. Cutting tools are represented using the Z-map method, which differs from existing methods using some chip breaker parameters. After training the neural network with selected input variables, chip forms are predicted and compared with original chip forms obtained from experiments under same input conditions, showing that chip forms are same at all conditions. To verify the suggested model, one tool not used in training the model is chosen and input to the model. Under various cutting conditions, predicted chip forms agree well with those obtained from cutting experiments. The suggested method could reduce the cost and time significantly in designing cutting tools as well as replacing the“trial-and-error”design method.

기존 육상풍력터빈의 리파워링 시 기존 기초를 재사용하기 위해서는 증가된 타워 직경 및 터빈 하중에 맞게 기존 기초를 재설계 및 보강하는 것이 중요하다. 본 연구에서는 육상풍력터빈의 기초형식 중 가장 널리 사용되고 있는 확대기초의 재사용을 위해 기존 확대기초 위에 새로운 콘크리트 기초부를 증설하는 슬래브 확장 보강방법 및 앵커부 구조디테일에 대해 검토하였다. 그리고 앵커부 구조디테일에 따른 보강된 확대기초의 하중저항성능을 실험적으로 평가하였다. 실험결과, (1) 앵커부 철근 유무에 따라 내력이 30 % 이상 증가하였다. (2) 앵커링에 부착된 Pile-sleeve는 앵커링과 콘크리트 사이의 전단슬립거동을 방지하여 회전강성 증가에 기여하였다. (3) Slab connector는 신?구 콘크리트 분리 방지 및 일체화 거동을 향상시켜 내력 및 변형능력 증가에 기여하였다.

In order to reuse existing onshore turbine foundations, it is important to redesign and reinforce the existing foundations according to the upgraded tower diameter and turbine load. In the present study, a slab extension reinforcement method and structure details of an anchorage part were examined in consideration of the reuse of spread footings, which are the most widely used foundation type in onshore wind turbine foundations. Experiments were conducted to evaluate the load resistance performance of a reinforced spread footing according to structure details of an anchorage part. The results showed that (1) the strength of an anchorage part could be increased by more than 30 % by adding reinforcement bars in the anchorage part, (2) pile-sleeves attached to an anchor ring contributed to an increase in rotational stiffness by preventing shear slip behavior between the anchor ring and the concrete, and (3) slab connectors contributed to an increase in the strength and deformation capacity by preventing the separation of new and old concrete slabs.

A new model utilizing a transfer function was proposed in the previous paper fur analizing motion errors of hydrostatic tables. Validity of the proposed method was theoretically verified as the calculated motion errors were compared with the results by conventional multi pad method. In this paper, relationship between form error of rail and motion errors of hydrostatic table is analized theoretically in order to comprehand so-called ‘averaging effect of oil film’. Experiments on the motion errors of hydrostatic table is conducted with 3 different rails, and the results are compared with the results calculated by Transfer Function Method. The results show good agreement. From the results, it is verified that TFM is very effective to analize the motion errors of hydrostatic table.

In this paper, the noise of HEV(hybrid electric vehicle)-relay module during the turn-on and turnoff switching is experimentally analyzed and an effective method is proposed to reduce the impact noise. First, enclosure methods of 100A relay part with urethane and silicon are tested to find out a better material to isolate the noise. This result shows that the urethane is a better for the noise isolation of relay, so the relays enclosed by urethane are installed in the relay module. Second, the noise of HEV-relay module is analyzed experimentally to identify the noise generation mechanism. From this result, it is found that the vibration transmitted to battery pack through bolt generates the structural borne noise with the frequency band of 200~2000 Hz, which is more serious when the switch is turned off. Finally, the direction of switching and the joint structure are modified in order to isolate the vibration transmitted to battery back. Both methods are very effective to reduce the switching noise.

본 연구는 효율적이며 정확한 격자생성기법인 분할격자기법을 이용하여 댐붕괴 흐름을 수치모의한다. 분할격자기법은 부분적으로 비구조격자를 사용하지만, 대부분의 흐름영역을 균일한 크기의 Cartesian 격자로 이산화한다. HLLC Riemann 근사해법과 TVD-WAF기법의 유한체적기법을 적용하여 흐름률을 계산하고 분할격자의 영역을 위한 수치모형을 구성한다. 수치모형을 검증하기 위하여 이상적인 하도에서의 정상류, 불균일하도에 의해 형성되는 정상류 및 사각형수조의 자유진동흐름을 모의하여 해석해와 비교하였다. 마지막으로, 실험수로에서 발생한 댐붕괴파의 흐름을 모의하여 관측값과 비교하여 정확하고 안정된 결과를 확인하였다.

In this study, dam-break flows are simulated numerically by using an efficient and accurate Cartesian cut-cell mesh system. In the system, most of the computational domain is discretized by the Cartesian mesh, while peculiar grids are done by a cutcell mesh system. The governing equations are then solved by the finite volume method. An HLLC approximate Riemann solver and TVD-WAF method are employed to calculation of advection flux of the shallow-water equations. To validate the numerical model, the model is applied to some problems such as a steady flow convergence on an ideal bed, a steady flow over an irregular bathymetry, and a rectangular tank problem. The present model is finally applied to a simulation of dam-break flow on an experimental channel. The predicted water surface elevations are compared with available laboratory measurements. A very reasonable agreement is observed.

Jerzy Grotowski made contributions tomodern theatre in that he realized the participation of spectators into the theatre. To achieve the 'Poor Theatre(1959～1969) which was based on his own concept of the theatre, he tried tomake spectators participate in the theatre. But in the end of sixties, he stopped producing theatre as a performance because he realized that spectators must be passive in the space of stage. After that, he has been continuing to work in search of something other than theatre, His new works appeared in his theatre of later age like the 'Theatre of Participation(1969～1978) known as 'Paratheatrical Projects' or 'Active Culture', and the 'Thatre of Sources(197 6～1982)', and the 'Ritual Arts(1982～) including 'Objective Drama'. For more active participation of spectators, they participated as actors. It was made possible by three methods, that is, their participation through Self-analsis, role-playing as actors, and physical awakening.

The two experiments were done on stationary car at 800rpm, 1500rpm and running car on oscilloscope and chassis dynamometer at the speeds of 20km/h, 60km/h. In this experiment, the relativity between waveform, exhaust emissions and fuel consumption through two experimental methods were measured in case of cars with failures in MAP sensor, O2 sensor, spark plugs. The following results are obtained by analyzing the data relativity between two experimental methods, such as stationary and running tests. A simple stationary test under the maintenance of a decrepit gasoline vehicle would be realistic possibility to predict the fuel consumption and the exhaust emission comparable to results of running test with a chassis dynamometer.

PURPOSES : About 35% of air pollutant is occurred from road transport. NOx is the primary pollutant. Recently, the importance of NOx removal has arisen in the world. $TiO_2$ is very efficient for removing NOx by photocatalytic reaction. The mechanism of removing NOx is the reaction of photocatalysis and solar energy. Therefore, $TiO_2$ in concrete need to be contacted with solar radiation to be activated. In general, $TiO_2$ concrete are produced by substitute $TiO_2$ as a part of concrete binder. However, 90% of $TiO_2$ in the photocatalysis can not contacted with the pollutant in the air and solar radiation. Coating and penetration method are attempted as the alternative of mixing method in order to locate $TiO_2$ to the surface of structure. METHODS : The goal of this study was to attempt to locate $TiO_2$ to the surface of concrete, so we can use the concrete in pavement construction. The distribution of $TiO_2$ along the depth were confirmed by basing on the comparison of $TiO_2$ compare by using the EDAX(Energy Dispersive X-ray Spectroscopy). RESULTS : $TiO_2$ were distributed within 3mm from concrete surface. This distribution of $TiO_2$ is desirable, since the $TiO_2$ induce photocatalysis are located to where they can be contacted with the air pollutant and solar radiation. CONCLUSIONS : Nano size $TiO_2$ is easily penetration in the top 3mm of concrete surface. By the penetration $TiO_2$ concrete can be produced with the use of only 10% of $TiO_2$, by comparing the mixing types.

열화된 콘크리트 구조물 보수에 있어, 보수재를 사용하기 전에 열화부위는 완전히 제거되어야 한다. 워터제트 공법은 열화된 콘크리트를 제거하는 방법 중에 하나로 철근 및 건전한 콘크리트에 손상을 주지 않으면서 손상된 콘크리트를 제거할 수 있는 매우 효과적인 방법으로 알려져 있다. 이러한 워터제트의 사용은 표면요철형성 등으로 신구 콘크리트의 부착력을 향상 시킨다. 본 연구에서는 국내에서 적용되고 있는 워터제트 장비를 사용하여 콘크리트 슬래브 강도에 변화를 주어 파쇄깊이에 따른 강도추정식을 제안하고 하였으며 이를 통해 워터제트 관련 규정제안 및 보수보강 시 사용되고 워터제트 장비에 대한 기초적인 정보를 제공하고자 한다.

To repair the deteriorated concrete structures, the deteriorated parts should be removed by using surface treatment methods and replaced by new construction materials. Hydrodemolition is one of the most effective methods for chipping off the deteriorated concrete and treating the remaining concrete. The water jet can remove the deteriorated concrete without damaging the reinforcement steel and surrounding aggregates. Using the water jet system improves surface texture, which ensures to improve adhesive strength between new and old concretes. In this study, three different concrete slab strengths and two water jet machine sets were investigated. Experimental results showed the relationship between concrete strength and water jet condition and this would enable to provide the information of the domestic water jet system and specification, which would contribute to automatization and efficiency of concrete repairing and rehabilitation works.

An experimental method to identify the rigid properties (mass, moment of inertia, center of mass) of mounted structures is presented. A direct system identification method is developed and applied to identify the mass, damping and stiffness martix directly from the translational response of vibration testing. Conventional method is sensitive to noise since it needs artificial rotational response of temporary center of mass which is made by the linear transformation of translational response. A presented method needs only the translational response, and it is robuster to noise than conventional method. Several experimental and numerical implementations show the presented method is effective.

It is the purpose of this study to determine an effective method of communication between teachers and students. This study was done by using the theory, methods and tools of transactional analysis as developed by Borne and Harris. In order to achieve this objective: First; The teacher and student communication process is to be used, noting the student's reaction when the teacher uses "Adult" and "Parent" stimulus. Second; The effectiveness of the reaction toward the "Adult" and "Parent" stimulus is to be determined with these objectives in mind. The problems of this research study are as follows; What influence on the response of the student is brought about by the method of communication used by the teacher? 1) When the teacher uses the "Parent" Stimulus method what response of the student is shown? 2) When the teacher uses the "Adult" Stimulus method what response of the student is shown? 3) What method of communication helps to promote the student′s growth? In order to determine the answers to these questions data was collected from 40 first year students at a school of nursing in Inchon. These students were divided into two groups and the unstandardized interview technique was used to interview each student for ten minutes. A tape recording was made of each interview and the nonverbal communication was recorded by process recording immediately following each interview. The recorded material obtained from the two groups was analysed and then the Borne and Harris transactional analysis method was used in analysing the writer of this thesis undertook. Hypothesis 1. When the teacher used the "Parent" stimulus the student′s response was more frequently "Child" than "Adult", the results showed a significant difference of P〈0.001. Hypothesis 2. When the teacher used the "Adult" Stimulus the student′s response was more frequently of "Adult" than "Child", the results showed a significant difference of P〈0.001, The following conclusions are drawn from this study: 1) There is an indication that the teachers use of "Parent" stimulus communication is not an effective method to increase the growth of the student. 3) Since the teachers use of "Adult" stimulus resulted in an increase in the "Adult" response of the student there is ah indication that use of an effective communication method can help the student to develop. The writer of this research paper suggests for further study the following; 1) A comparison of the differences in response to the giving of both "Adult" and "Parent" stimulus to the same Students. 2) A comparison of the differences in student response to the communication method according to the student′s grade, age, sex and level in school.

Most of the steam turbine control valves used for the fossil and nuclear power plants operation in South Korea were developed by GE (General Electric) and manufactured by DHIC (Doosan Heavy Industry Company). For may years, DHIC have tried to develop their own technologies related to the power generation. DHIC has launched many R&D projects and ‘Development of a Control Valve Flow Code for Steam Turbine Operation Control of Fossil Power Plant’ was one of the R&D projects. Through our project, we accomplished the experimental method to obtain a steam turbine control valve characteristic curve using the atmospheric air and the reduced model instead using the steam and the real model. Also, we developed the correction method to calculate the real steam mass flow rate from the characteristic curve obtain by the experiment. In this paper, the effectiveness of the correction method was reviewed and it was concluded that the corrected mass flow rate complies well with the real steam mass flow rate.

본 연구에서는 안동댐유역을 대상으로 분포형 모형과 미계측유역 자료생성방법인 공간확장자료 생성방법을 사용하여 47개 미계측유역에 대해 홍수유출 시계열자료를 생성하고 3개 관측유역을 포함한 총 50개 유역에 대해 첨두유량을 추출하여 분석함으로써 강우의 공간분포가 유출에 미치는 영향을 실제유역과 실제사상에 대해 자세히 분석하였다. 20개 사상에 대해 GRM 모형의 매개변수 보정 및 검증결과 적절한 모형효율 통계결과를 얻었다. 이 추정된 매개변수와 실제강우(강우의 공간분포를 고려한 강우) 및 공간평균강우(실제강우를 공간적으로 평균한 강우)를 사용하여 50개 유역의 홍수유출 시계열자료를 생성하였으며 이 시계열 자료 중 첨두유량을 추출하여 분석한 결과 공간평균강우에 의한 첨두유량의 분포는 실제강우에 의한 첨두유량의 분포와 차이가 있었다. 강우의 분포가 유역전반에 비슷한 경우에는 실제강우와 공간평균강우에 의한 첨두유량의 분포가 비슷하거나 약간의 차이가 있었다. 하지만 호우가 상류 또는 하류방향으로 이동하거나 강우가 무작위로 분포되는 경우에는 공간평균강우에 의한 첨두유량의 분포가 실제강우에 의한 첨두유량의 분포보다 크게 좁아지는 것을 보였다. 이러한 사상의 비율을 조사한 결과 강우의 공간적 변동성을 고려하지 않고 홍수유출을 모의한다면 약 35%의 사상에 대해서는 적절하지 않은 첨두유량 모의결과를 얻을 수 있는 것으로 조사되었다. 따라서 홍수량 산정 또는 수자원 설계 시 강우의 시간분포 뿐만 아니라 공간분포 또한 고려해야 한다. 계측유역과 미계측유역의 첨두유량의 관계를 조사한 결과 낙동강 지류들에 위치한 미계측유역들의 첨두유량들은 그 크기가 넓게 분포됨에 따라 계측유역의 첨두유량을 사용하여 생성한 power law 관계를 이 미계측유역들의 첨두유량 추정 시 사용할 수 없었다. 또한 계측유역들의 첨두유량 또는 미계측유역 중 상하류로 연결된 비독립적인 소유역들의 첨두유량간에는 power law 가 존재하였으나 낙동강 지류들에 위치한 독립된 소유역들의 첨두유량들 간에는 상관관계가 없었다.

This study generated flood time series of ungauged catchments in the Andongdam catchment using a distributed rainfall-runoff model and data generation method, and extracted the peak flows of 50 catchments to investigate the effect of rainfall spatial variability on peak flow simulation. The model performance statistics for three gauged catchments were reasonable for all events. The flood time series of the 50 catchments were generated using distributed and mean rainfall time series as input. The distribution of the peak flow using the mean rainfall was similar or slightly different to that using the distributed rainfall when the distribution of the distributed rainfall was nearly uniform. However, the distribution of the peak flow using the mean rainfall was reduced significantly compared to that using the distributed rainfall when actual storms moved to the top or bottom of the study catchment, or the rainfall was randomly distributed. These cases were 35% of total number events. Therefore, the spatial variability of rainfall should be considered for flood simulation. In addition, the power law relationship estimated using the peak flow of gauged catchments cannot be used for estimating the peak flow of ungauged independent catchments due to latter's significant variation of the peak flow magnitude.