• Journal of the Korean Society for Nondestructive Testing
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• v.36 no.3
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• pp.225-230
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• 2016

Fiber Bragg grating (FBG) sensors are currently the most prevalent sensors because of their unique advantages such as ease of multiplexing and capability of performing absolute measurements. They are applied to various structures for structural health monitoring (SHM). The signal characteristics of FBG sensors under thermal loading should be investigated to enhance the reliability of these sensors, because they are exposed to certain cyclic thermal loads due to temperature changes resulting from change of seasons, when they are applied to structures for SHM. In this study, tests on specimens are conducted in a thermal chamber with temperature changes from -$20^{\circ}C$ to $60^{\circ}C$ for 300 cycles. For the specimens, two types of base materials and adhesives that are normally used in the manufacture of packaged FBG sensors are selected. From the test results, it is confirmed that the FBG sensors undergo some degree of compressive strain under cyclic thermal load; this can lead to measurement errors. Hence, a pre-calibration is necessary before applying these sensors to structures for long-term SHM.

• Journal of the Korea Society of Computer and Information
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• v.8 no.4
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• pp.111-116
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• 2003

We proposed a optimal clock period selection algorithm for low power Register Transfer Level design. The proposed algorithm use the way of maintaining the throughput by reducing supply voltage after improve the system performance in order to minimize the power consumption. In this paper, it select the low power to use pipeline in the transformation of architecture. Also, the proposed algorithm is important the clock period selection in order to maximize the resource sharing. however, it execute the optimal clock period selection algorithm. The experiment result is to set the same result AR and HAL filter on the high level benchmark and to reduce in the case of two pipe stage 10.5% and three pipe stage as many as 33.4%.

• Journal of the Korea institute for structural maintenance and inspection
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• v.26 no.2
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• pp.43-50
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• 2022

Even though the structural safety is confirmed in the design stage, the structural safety is not guaranteed in the construction stage because the structural system is not completed. In addition, since the construction period is shorter than the period of use of the building after completion, it is excessive to apply the same seismic load to the construction stage as in the design stage. ASCE 37-14 presents the concept of seismic load reduction factor during construction, but does not provide a clear application method. Therefore, in this study, the seismic load reduced according to the return period was applied to the example model of a residential middle-rise RC building. The construction stage of the example model was divided into five-story units, and seismic load with the change of the return period was applied to the construction stage models to analyze the change of seismic load during construction and to check the sectional performances of structural members. By comparing the design strength ratio of the shear wall at the design stage and the construction stage, the range of seismic load magnitudes that can assure the safety during construction of a residential middle-rise RC building was analyzed in terms of the return period.

• Journal of the Korea institute for structural maintenance and inspection
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• v.28 no.1
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• pp.70-81
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• 2024

In this study, Tridimensional Hybrid Isolation System(THIS) was proposed as a vibration isolator for traffic loads, combining vertical and horizontal isolation systems. Its efficacy in improving serviceability for vertical vibration was analytically evaluated. Firstly, for the analysis, the major vibration modes of the existing apartment were identified through eigenvalue analysis for the system and pulse response analysis for the bedroom slab using commercial structural analysis software. Subsequently, a 16-story model with horizontal, vertical and rotational degrees of freedom for each slab was numerically organized to represent the achieved modes. The dynamic analysis for the measured acceleration from an adjacent ground to high-speed railway was performed by state-space equations with the stiffness and damping ratio of THIS as variables. The result indicated that as the vertical period ratio increased, the threshold period ratio where the slab response started to be suppressed varied. Specifically, when the period ratio is greater than or equal to 5, the acceleration levels of all slabs decreased to approximately 70% or less compared to the non-isolated condition. On the other hand, it was ascertained that the influence of damping ratios on the response control of THIS is inconsequential in the analysis. Finally, the improvement in vertical vibration performance of THIS was evaluated according to design guidelines for floor vibration of AIJ, SCI and AISC. It was confirmed that, after the application of THIS, the residential performance criteria were met, whereas the non-isolated structure failed to satisfy them.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.1
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• pp.48-55
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• 2016

The assessment and prediction of service life of a structure are usually under uncertainty so that rational probabilistic concepts and methods have to be applied. Based on these rational assessment and prediction, optimum maintenance strategies to minimize the life-cycle cost and/or maximize the structural safety can be established. The service life assessment and prediction considering maintenance actions generally includes effects of maintenance types and times of the structural components on the service life extensions of structural system. Existing researches on the service life management have revealed the appropriate system modeling considering the correlation among the components is required for system reliability analysis and probabilistic service life estimation. However, the study on correlation among the maintenance actions is still required. This paper deals with such a study for more effective and efficient service life management. In this paper, both the preventive and essential maintenances are considered for the extended service life estimation and management.

• Proceedings of the Korean Information Science Society Conference
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• 2012.06a
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• pp.376-378
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• 2012

중앙 처리장치, 주기억장치, 보조기억장치로 이어지는 현재의 컴퓨터 구조에서 비휘발성 메모리 소자의 발전으로 주기억장치를 비휘발성 메모리 소자로 대체하는 컴퓨터 시스템의 변화가 요구되고 있다. 이런 흐름에 맞춰 주기억장치에 기반한 새로운 파일시스템을 제시한다. 또한 새롭게 제시된 파일시스템과 유사한 tmpfs를 이용하여 기존의 시스템에 쓰이던 ext4fs와 비교하여 성능의 향상을 확인한다.

• Journal of Korea Multimedia Society
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• v.2 no.4
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• pp.367-377
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• 1999

Nowadays, the number of database applications which need fast transaction processing are increasing. One way to improve the performance of transaction processing is to reside the whole database in main memory As semiconductor memory becomes cheaper and chip densities increase, the research to improve transaction throughput rates of transaction processing system, using main memory databases, has begun In this thesis, how to implement a high performance transaction processing system based on main memory databases, new concurrency control scheme, recovery scheme and storage structure is presented. The objective of the proposed schemes is to improve the transaction processing system performance measured by transaction throughput and response times.

• Annual Conference of KIPS
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• 2002.11c
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• pp.1883-1886
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• 2002

본 논문은 많은 종류의 인터넷 정보시스템에서 데이터의 고속 검색과 저장 및 처리를 지원하는 주기억장치 데이터베이스 시스템을 중복하여 관리할 수 있는 중복 주기억장치 데이터베이스 시스템의 요구사항에 대해 알아본다. 아울러, 자료의 고속처리라는 측면을 주로 고려하여 중복되어 관리되는 주기억장치 데이터베이스 시스템의 아키텍쳐 및 트랜잭션 수행구조를 설계한다.

• Journal of the Earthquake Engineering Society of Korea
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• v.4 no.3
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• pp.1-10
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• 2000

우리 나라의 주거 건물의 많은 부분을 차지하는 조적조 건물은 저층이므로 내진 설계에 대한 지침이 마련되어 있지 않다. 그러나 조적조 건물의 경우 저층이라 하더라도 구조특성상 수평하중에 대한 저항능력이 매우 약하므로 내진 설계에 대한 기준이 요구된다. 일반적으로 내진설계 시 동적 해석을 수행하면 많은 시간이 소모되므로 실무자들에게 등가정적해석법을 제시하여 내진설계 시 편의를 제공하고 있다. 그러나 저층 조적조 건물은 일반적인 건물과는 거동 특성이 다르므로 저층 조적조 건물에 적용할 수 있는 해석법을 제시하고자 한다. 본 논문에서는 개구부의 비율에 따른 조적벽의 연성도, 강도 및 고유주기를 구하여 반응수정계수와 고유주기를 비교하여 우리 나라의 조적조 건물에 적합한 반응수정계수와 고유주기 산정식을 제안하였다.

• Journal of Chest Surgery
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• v.36 no.1
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• pp.35-38
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• 2003

Glomus tumors are uncommon lesions of glomus cell origin with structural and immunohistochemical features of smooth muscles. Primary glomus tumors of the lung and bronchus are extremely rare and only several cases have been reported. A 16-year-old woman was admitted for the complaint of productive cough, fever, and dyspnea. Imaging studies revealed a protruding mass in the left main bronchus and the mass was completely resected via a left thoracotomy incision. We report this case with literature review.