• Journal of the Korea Concrete Institute
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• v.24 no.1
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• pp.3-14
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• 2012

This paper describes experimental results on the seismic performance of SHCC (strain-hardening cement composite) infill wall for improving damage tolerance capacity of non-ductile frame. To investigate the effect of tensile strain capacity and cracking behavior of SHCC materials on the shear behavior of SHCC infill wall, three infill walls were fabricated and tested under cyclic loading. The test parameter in this study is a type of cement composites; concrete and SHCCs. The two types of SHCC materials were prepared for infill walls. In order to induce crack damages into the mid-span of the infill wall, each infill wall had two 100-mm-deep-notches on both sides. Test results indicated that SHCC infill walls showed superior crack control capacities and much larger drift ratios at the peak loads than RC (reinforced concrete) infill wall, as expected. In particular, due to the bridging actions of the reinforcing fibers, SHCC matrix used in this study would delay the stiffness degradation of infill wall after the first inclined cracking. Moreover, from the damage classes based on the cracks' maximum width in the infill walls, it was observed that PIW-SHD specimen possessed nearly threefold seismic capacities compared to PIW-SLD specimen. Also, from the results on the strain of diagonal reinforcements, it can be concluded that the SHCC matrix would resist a part of tensile stresses transferred along steel rebar in the infill wall.

• Journal of the Korea Computer Industry Society
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• v.8 no.2
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• pp.97-102
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• 2007

[ $CO_2$ ] laser sees that is most suitable to get this effect through minimum formation damage and advantage that is root enemy of effect that happen in minimum cellular tissue depth of 0.1mm is stable living body organization or internal organs institution. Formation damage by ten can be related in formation's kind or energy density, length of evaporation time. If shorten evaporation time, surroundings cellular thermal damage 200 - because happen within 400um laser beam in rain focus sacred ground surroundings cellular tissue without vitiation me by evaporation Poe of very small floor as is clean steam can . Application is possible to vulva cuticle cousins by a paternal aunt quantity, uterine cancer, cuticle tumor by laser system that $CO_2$ laser gets into standard in obstetrics and gynecology application. Because effect that super pulse output is ten enemies of laser if uniformity one pulse durations are short almost is decreased, most of all pulse module special quality of Pulse style $CO_2$ laser for obstetrics and gynecology mode stabilization by weight very, in this research to get into short pulse duration and higher frequency density, do switching by high frequency in DC-DC Converter output DC's ripple high frequency to be changed, high frequency done current ripple amount of condenser for output filter greatly reduce can . Ripple of output approximately to Zero realization applying possible inductor realization through a special quality experiment do.

• Proceedings of the KIEE Conference
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• 1999.07d
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• pp.1830-1832
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• 1999

고에너지 이온주입(1)에 기인한 격자 손상 발생 및 열처리에 따라 이들의 회복이 어느정도 가능한지에 대하여 측정 및 분석방법을 통하여 조사하였다. 그리고 본 실험에서는 이온주입시 형성되는 빈자리 결함(Vacancy defect)과 격자간 결함(interstitial defect)의 재결할(recombination)을 이용 점결합(point defect)를 감소 시킬 수 있는 effective RTA조건을 설정하여 well 특성을 개선하고자 하였다. 8inch p-type Si(100)기판에 pad oxide 100A을 형성한 후 NMOS 형성하기 위해 vtn${\sim}$p-well과 PMOS 형성을 위해 vtp$\sim$n-well을 이온주입 하였다. Mev damage anneal은 RTA(2)(Rapid Thermal Anneal)로 $1000\sim1150C$ 온도에서 $15\sim60$초간 spilt 하여 실험후 suprem-4 simulation data를 이용하여 실제 SIMS측정 분석결과를 비교하였으며 이온주입에 의해 발생된 격자손상이 열처리후 damage 정도를 알아보기 위해 T.W(Therma-Wave)을 이용하였으며 열처리후 면저항값은 4-point probe를 사용하였다. 이온주입후 열처리 전,후에 따른 불순물 분포를 SIMS(Secondary ion Mass Spectrometry)를 이용하여 살펴보았다. SIMS 결과로는 열처리 온도 및 시간의 증가에 따라서 dopant확산 및 활성화는 큰차이는 보이지 않고 오히려 감소하는 경향을 볼 수 있으며 또한 접합깊이와 농도가 약간 낮아지는 것을 볼 수 있었다. 결점(defect)을 감소시키기 위해서 diffusivity가 빠른 임계온도영역($1150^{\circ}C$-60sec)에서 RTA를 실시하여 dopant확산을 억제하고 점결점(point defect)의 재결합(recombination)을 이용하여 전위 (dislocation)밀도를 감소시켜 이온주입 Damage 및 면저항을 감소 시켰다. 이와 같은 특성을 process simulation(3)(silvaco)을 통하여 비교검토 하였다.

• Journal of the Korean Society of Hazard Mitigation
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• v.8 no.5
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• pp.7-13
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• 2008

This paper presents experimental and analysis studies about both the corroded steel expansion and the variation of poor bonding range between steel and concrete. A loss of overall bonding capacity at the concrete-steel interface is evaluated experimentally and crack patterns at the bottom of the concrete are presented here. Steel-concrete interface is covered by rubber due to present local loss of the concrete-steel interface bonding capacity. In case of crack analysis performed by commercial FEM programs. we investigated crack‘s pattern and location. Finally, it is concluded that overall flexural capacity of the reinforced concrete structure is increased by the corroded steel expansion and is dependent of the bonding range at the steel- concrete interface. These results give an important factor to decide a life of reinforced concrete structures.

• Journal of Korean Society of Steel Construction
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• v.12 no.3 s.46
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• pp.269-279
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• 2000

It is much expected that steel bridges, which have been damaged by increase of vehicle load and corrosion, need repair or strengthening. In this paper, the stress generated by repair welding under loading are analyzed by three dimensional elasto-plastic analyses. The longer and deeper repair weld line bocemes, the larger the magnitude of transient stress becomes. The magnitude of transient stress generated by repair welding under loading $({\sigma}_y/3,\;{\sigma}_a)$ is similar to summation of stresses generated by repair welding and loading. The longer repair weld line ratio(1/b) becomes, the larger the magnitude of transient stress generated by repair welding under loading bocomes. And, the longer repair weld line ratio(1/b) becomes, the larger the magnitude of in-plane displacement generated by repair welding under loading$({\sigma}_y/3,\;{\sigma}_a)$.

• Proceedings of the Korean Vacuum Society Conference
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• 2013.02a
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• pp.569-569
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• 2013

대부분의 태양전지 공정은 퍼니스와 레이저 도핑 공정이 중요한 공정 중 하나다. 퍼니스 도핑공정의 경우 저농도 도핑영역에 선택적으로 고농도 도핑영역을 형성하기가 일반적으로 어렵다. 레이저를 사용한 선택적 도핑의 경우 고가의 레이저 장비가 요구되어지며, 레이저 도핑 후 고온의 에너지로 인한 웨이퍼의 구조적 손상 문제를 야기한다. 본 연구는 저가이면서 새로운 구조의 대기압 플라즈마 제트를 개발하였고, 이를 통한 선택적 도핑에 관한 연구를 하였다. 대기압 플라즈마 제트는 Ar 가스를 주입하여 저주파(1~100 kHz) 전원을 인가하여 플라즈마를 발생시키는 구조로 제작하였다. 웨이퍼는 P-type shallow 도핑 된(120 Ohm/square) PSG (Phosphorus Silicate Glass)가 제거되지 않은 웨이퍼를 사용하였다. 대기압 플라즈마 도핑 공정 처리시간은 15 s, 30 s, 플라즈마 발생 전류는 40 mA, 70 mA로 처리하였다. 웨이퍼의 도핑프로파일은 SIMS (Secondary Ion Mass Spectroscopy)측정을 하여 분석을 진행하였으며, 도핑 후 도핑프로파일을 통하여 면저항등 전기적 특성을 파악하였다. 도펀트인 PSG (Phosphorus Silicate Glass)에 대기압 플라즈마 제트로 도핑공정을 처리한 결과 전류가 상승함에 따라, 도핑 처리시간이 길어짐에 따라서 도핑깊이가 깊어지고, 면저항이 낮아짐을 확인하였다. 대기압 플라즈마 도핑 후 웨이퍼의 구조적 손상파악을 위한 SEM (Secondary Emission Microscopy) 측정결과 도핑 전과 후 웨이퍼의 표면구조는 차이가 없음을 확인하였다.

• Journal of Chest Surgery
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• v.31 no.12
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• pp.1243-1246
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• 1998

Tracheobronchial injuries are uncommon. Except for the cervical region, most tracheobronchial injuries are due to blunt chest trauma in Korea. The depth of the tracheobronchial trees renders these structures relatively safe from stab wound. We experienced a case of left main bronchial laceration with azygos vein tear following stab wound in the back of right chest firstly in Korea. The patient was a 24 years old male. A routine chest radiography showed a knife in chest at emergency room. We didn't remove the knife at emergency room. This patient was carried to operation room in 30 minutes after arrival of our hospital without computed tomography and bronchoscopy. The operation was performed through standard right posterolateral thoracotomy and then the knife was removed. The left main bronchus and azyos vein were lacerated obliquely. The penetrated azygos vein was ligated and the laceration of the left main bronchus was repaired. Postoperative course was uneventful.

• Applied Chemistry for Engineering
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• v.31 no.4
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• pp.347-351
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• 2020

A material changes its physical and chemical properties through the interaction with radiation and also the neutrons, which is electronically neutral so that the penetration depth is relatively deeper than that of other radioactive way including alpha or beta ray. Therefore, the radiation damage by neutron irradiation has been intensively investigated for a long time with respect to the safety of nuclear power plants. The damage induced by neutron irradiation begins with the creation of point defects in atomic scale in the unit of picoseconds, and their progress pattern can be characterized by microstructural defects, such as dislocation loops and voids. Their morphological characteristics affect the properties of neutron-irradiated materials, therefore, it is very important to predict the microstructure at a given neutron irradiation condition. This paper briefly reviews the evolution of radiation damage induced by neutron irradiation and introduces a phase-field model that can be widely used in predicting the microstructure evolution of irradiated materials.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2000.09a
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• pp.93-103
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• 2000

The concrete plug in an underground cavern prevents the stored product (oil, gas, etc) from leaking and the excessive show of underground water, so it plays an important role in construction and operation of the storage cavern. Additionally, it should maintain its stability under every possible loading condition. Once the plug is constructed, the cavern is isolated from the external access. Therefore, mechanical and hydraulic consideration should be made in construction to fulfill its function. Therefore, in this study, numerical analyses were conducted to study the optimal shape and thickness of the plug with respect to the various conditions of installation depth, the shape of the plug, in-situ stress ratio (K), the condition of rock-plug interface, and the effect of Excavation Damaged Zone (EDZ). This paper also presents the effect of slot depth on the hydraulic behavior of the plug. These analyses were carried out by using the 2-dimensional finite difference code, rm FLAC, and the 3D code, m FLA $C^{3D}$./.

• Tunnel and Underground Space
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• v.10 no.3
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• pp.344-354
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• 2000

The concrete plug in an underground cavern prevents the stored product (oil, gas, etc) from leaking and the excessive inflow of underground water, so it plays an important role in construction and operation of the storage cavern. Additionally, it should maintain its stability under every possible loading condition. Once the plug is constructed, the cavern is isolated from the external access. Therefore, mechanical and hydraulic consideration should be made in construction to fulfill its function. Therefore, in this study, numerical analyses were conducted to study the optimal shape and thickness of the plug with respect to the various conditions of installation depth, the shape of the plug, in-situ stress ratio (K), the condition of rock-plug interface, and the effect of Excavation Damaged Zone (EDZ). This paper also presents the effect of slot depth on the hydraulic behavior of the plug. These analyses were carried out by using the 2-dimensional finite difference code, rm FLAC, and the 3D code, rm FLAC$\^$3D/.