• 한국공간구조학회논문집
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• 제19권1호
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• pp.65-73
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• 2019

This paper assesses the structural performance (force-slip response, slip modulus, and failure modes) of a CLT-concrete composite by conducting fifteen push-out test specimens. In addition, non-linear 3D finite element analysis was also developed to simulate the load-slip behavior of the CLT-concrete specimens under shear load. All 15 test specimens simulating the effect of concrete thickness, connection angle and penetration depth with four different shear connector types were built and tested to evaluate the flexural performance. Experimental results show that the maximum shear capacity for the composite action is obtained when the fixing angle is $90^{\circ}$ and the penetration depth of 95mm for SC normal screw was used to achieve ductile failure compared to other shear connectors.

• 대한건축학회논문집:구조계
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• 제36권5호
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• pp.147-154
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• 2020

Currently, there are no specific repair methods for RC structures damaged by fire, and repair methods are applied when durability deteriorates due to aging. In addition, a number of recent studies have been reported that have conducted fire resistance assessment of the repair materials themselves, assuming exposure to high-temperature environments such as fires. However, researches that evaluate the fire resistance performance of the repair materials by applying existing repair materials to the actual fire damaged reinforced concrete structures are very rare. Therefore, in this study, a number of existing repair materials were applied to fire-damaged concrete column to compare and evaluate the fire resistance performance with the original cover concrete.

• 대한건축학회논문집:구조계
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• 제34권2호
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• pp.3-10
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• 2018

Damage location and extent of structure could be detected by the inverse analysis on dynamic response properties such as frequencies and mode shapes. In practice the measured difference of natural frequencies represent the stiffness change reliably, however the measured mode shape is insensitive for stiffness change, but provides spatial information of damage. The damage detection index on shear building structures is formulated in this study. The damage detection index could be estimated from mode shape and srory stiffness of undamaged structure and frequency difference between undamaged and damaged structure. For the verification of the observed damage detection method, the numerical analysis of Matlab and MIDAS and shacking table test were performed. In results, the damage index of damaged story was estimated so higher than undamaged stories that indicates the damaged story apparently.

• 한국임상수의학회지
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• 제27권2호
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• pp.142-146
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• 2010

본 연구는 실험적으로 개의 피부장벽 손상 모델을 평가하기 위해 아세톤을 이용하여 개 피부장벽의 손상을 유도하고 손상의 정도를 경표피수분소실과 각질층보습도 수치를 측정하였다. 손상 후의 각질층세포간 지질구조는 전자현미경을 이용하여 평가하였다. 피부 및 임상병리학적 검사에서 건강한 2~4세령의 수컷 비글 개 6마리를 사용하였으며 아세톤에 의해 피부는 삭모 후 48시간후 에 손상되었다. 경표피수분소실도와 각질층보습도는 아세톤 손상전보다 손상후에 유의성 있게 저하되었다. 아세톤 손상표피의 전자현미경학적 평가에서는 손상된 각질세포간 비정상적이고 불완전한 지질층판이 관찰되었다. 본 연구를 통하여 아세톤을 이용한 개의 피부장벽손상은 개 아토피나 건성피부 연구를 위한 손상모델 가능성이 있는 것으로 판단된다.

• Nuclear Engineering and Technology
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• 제52권2호
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• pp.381-396
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• 2020

Investigations of the commercial aircraft impact effect on nuclear island infrastructures have been drawing extensive attention, and this paper aims to perform the safety assessment of Generation III nuclear power plant (NPP) buildings subjected to typical commercial aircrafts crash. At present Part I, finite element (FE) models establishment and validations for both the aircrafts and NPP buildings are performed. (i) Airbus A320 and A380 aircrafts are selected as the representative medium and large commercial aircrafts, and the corresponding fine FE models including the skin, beam, fuel and etc. are established. By comparing the numerically derived impact force time-histories with the existing published literatures, the rationality of aircrafts models is verified. (ii) Fine FE model of the Chinese Zhejiang Sanao NPP buildings is established, including the detailed structures and reinforcing arrangement of both the containment and auxiliary buildings. (iii) By numerically reproducing the existing 1/7.5 scaled aircraft model impact tests on steel plate reinforced concrete (SC) panels and assessing the impact process and velocity time-history of aircraft model, as well as the damage and the maximum deflection of SC panels, the applicability of the existing three concrete constitutive models (i.e., K&C, Winfrith and CSC) are evaluated and the superiority of Winfrith model for SC panels under deformable missile impact is verified. The present work can provide beneficial reference for the integral aircraft crash analyses and structural damage assessment in the following two parts of this paper.

• Nuclear Engineering and Technology
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• 제40권6호
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• pp.467-476
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• 2008

To keep the superconducting (SC) magnet coils of KSTAR at proper operating conditions, not only the coils but also other cold components, such as thermal shields (TS), magnet structures, SC bus-lines (BL), and current leads (CL) must be maintained at their respective cryogenic temperatures. A helium refrigeration system (RRS) with an exergetic equivalent cooling power of 9 kW at 4.5 K without liquid nitrogen ($LN_2$) pre-cooling has been manufactured and installed. The main components of the KST AR helium refrigeration system (HRS) can be classified into the warm compression system (WCS) and the cryogenic devices according to the operating temperature levels. The process helium is compressed from 1 bar to 22 bar passing through the WCS and is supplied to cryogenic devices. The main components of cryogenic devices are consist of cold box (C/B) and distribution box (D/B). The C/B cool-down and make the various cryogenic helium for the KSTAR Tokamak and the various cryogenic helium is distributed by the D/B as per the KSTAR requirement. In this proceeding, we will present the commissioning results of the KSTAR HRS. Circuits which can simulate the thermal loads and pressure drops corresponding to the cooling channels of each cold component of KSTAR have been integrated into the helium distribution system of the HRS. Using those circuits, the performance and the capability of the HRS, to fulfill the mission of establishing the appropriate operating condition for the KSTAR SC magnet coils, have been successfully demonstrated.

• 대한전자공학회논문지TC
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• 제44권5호
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• pp.25-32
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• 2007

사용자 단말기는 크기상의 제약 때문에, 다중 송신 안테나를 이용한 공간 다이버시티를 얻는데 어려움이 있다. 본 논문에서는 단일 반송파 변조 방식 기반의 사용자 단말이 낮은 하드웨어적인 복잡도를 유지하면서, 중계기의 도움을 받아 공간 다이버시티를 얻는 기법을 제안한다. 중계기는 사용자 단말로부터 받은 신호에 주파수 공간 블록 부호화를 수행하여 기지국으로 전송한다. 이때 주파수 공간 블록 부호화는 주파수 영역이 아닌 등가의 시간 영역에서의 신호 처리를 통해 낮은 계산 복잡도로 구현된다. 사용자 단말과 중계기로부터 신호를 수신한 기지국은 다중 경로 페이딩을 고려한 주파수 영역 등화를 수행한다. 제안된 기법은 기존의 시공간 부호화 기반의 중계 방식에 비해 고속 페이딩 채널에서 개선된 성능을 갖는데, 사용자 단말의 이동 속도를 고려한 시뮬레이션을 통해 이를 확인할 수 있었다.

• 한국컴퓨터그래픽스학회논문지
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• 제13권4호
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• pp.1-6
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• 2007

본 논문은 웹3D 컨소시엄과 ISO/IEC SC24 WG6 가 공동으로 제정한 국제표준안 ISO/IEC 19774 (H-Anim)을 기반으로 3차원 캐릭터의 애니메이션 제어 방법을 기술한다. H-Anim 캐릭터는 H-Anim 에디터에 의해 대화형으로 애니메이션 구조가 정의되고 수정이 가능하다. 이 결과에 따라 H-Anim 애니메이터에 의해 캐릭터 관절에서의 대화형 모션 파라미터 입력에 따라서 모션이 생성되어 캐릭터 애니메이션이 가시화된다. 본 논문에서는 H-Anim 으로 정의된 인체 구조에 모션을 생성해주는 도구 개발을 중심으로 기술한다.

• 대한화학회지
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• 제62권2호
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• pp.106-112
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• 2018

Ice-binding proteins have an affinity for ice. They create a gap between the melting and freezing points by inhibiting the growth of ice, known as thermal hysteresis (TH). Interestingly, moderately active LeIBP and hyperactive FfIBP are almost identical in primary and tertiary structures, but differ in TH activity. The TH of FfIBP is tenfold higher than that of LeIBP, due to a subtle difference in their ice-binding motifs. To further evaluate the difference in TH, the interactions were investigated by ice-etching and molecular docking. Ice-etching showed that FfIBP binds to the primary and secondary prism, pyramidal, and basal planes; previously, LeIBP was found to bind to the basal and primary prism planes. Docking analysis using shape complementarity (Sc) showed that the hyperactive FfIBP had higher Sc values for all four ice planes than LeIBP, which is comparable with TH. Docking can be used to describe the hyperactivity of IBPs.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 춘계 학술논문 발표대회
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• pp.176-177
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• 2019

Recently, efforts are made to apply 200MPa levels of ultra-high strength concrete to structures exceeding 40MPa.. Ultra-high strength concrete has been steadily researched in Korea as well as abroad, and now it is equipped with 200MPa ultra-high strength concrete mixing technology. Because ultra-high strength concrete has a higher range of compressive strength than ordinary concrete, it is difficult to accurately measure the compressive strength of UHPC concrete with existing compressive strength measuring equipment and can be less reliable. In this study, the compressive strength of the SC80 was measured according to the test method to compare the compressive strength of the SC80 by applying various methods of measurement of compressive strength. The compressive strength test method measured the compressive strength according to the size of the specimen, the grinding method, and the capacity of the UTM equipment.