• Journal of the Korea institute for structural maintenance and inspection
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• v.19 no.2
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• pp.92-98
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• 2015

Recently, buildings tend to be large size, complex shape and functional. As the size of buildings is becoming massive, the need for structural health monitoring (SHM) technique is increasing. Various SHM techniques have been studied for buildings which have different dynamic characteristics and influenced by various external loads. "Abnormal behavior point" is a moment when the structure starts vibrating abnormally and this can be detected by comparing between before and after abnormal behavior point. In other words, anomalous behavior is a sign of damage on structures and estimating the abnormal behavior point can be directly related to the safety of structure. Abnormal behavior causes damage on structures and this leads to enormous economic damage as well as damage for humans. This study proposes an estimating technique to find abnormal behavior point using Hilber-Huang Transform which is a time-frequency signal analysis technique and the proposed algorithm has been examined through laboratory tests with a bridge model using a shaking table.

• Journal of the Korean GEO-environmental Society
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• v.24 no.11
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• pp.19-24
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• 2023

Ground anchor has been widely used specially for maintaining stability on reinforced cut slope in expressway. While the durability of the ground anchors should be ensured over the service life. However, the long-term loss of tensile force has occurred in most of field-installed anchors. Main causes are not clearly identified and very few studies have been made for analyzing long-term behavior of ground anchor in slopes. In this study, full-scale model tests and long-term measurements were made to obtain the load-displacement data and identified the causes of the long-term behaviors of ground anchor. As a result, the bond strength decreases exponentially with increasing water-binder ratio. Especially, groundwater is the most influencing factor to the bond strength. In the long-term behavior, the load decreases sharply until the initial settlement stabilized, and thereafter the tension force decreases constantly.

• Proceedings of the Korean Society of Machine Tool Engineers Conference
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• 2002.04a
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• pp.339-345
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• 2002

연삭 가공시 발생하는 채터는 정밀도 및 품질을 저하시킨다. 본 논문에서는 연삭가공시 작업시간에 따른 연삭 법선력 및 AE 신호의 거동을 관찰함으로써 (1) 연삭법선력의 수학적 모델은 그 진폭이 지수적으로 변하는 형태이고, (2) 그 지수가 음(minus)이 될 때가 체터 발생시점이며 (3) 이를 토대로 이론적으로 (2)를 규명할 수 있는 방법을 고찰하였다.

• Journal of the Korea Concrete Institute
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• v.13 no.1
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• pp.77-85
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• 2001

Concrete filled steel tubular (CFT) columns are becoming popular in structural applications. The increased popularity comes from their excellent structural properties such as high strength, high ductility, and large energy absorption capacity. However, the disadvantage feature of CFT column is the difficulty in predicting its time dependant characteristic (i.e., creep and shrinkage) of inner concrete. The time dependent behavior of CFT column can cause serious serviceability problems. Therefore, it is necessary to investigate the long term behavior of CFT column. This paper presents analytical and experimental studies on long-term behavior of CFT-column under a central axial loading. Two loading cases are considered in the research; (1) the load applied only at the inner core concrete of CFT-column and (2) the load applied simultaneously on both concrete and steel tube. Analysis method using the bond strength model is proposed and conclusions on long-term properties of CFT-column can be derived from the results.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2018.05a
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• pp.234-236
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• 2018

기후변화는 더 이상 피할 수 없는 매우 중요한 문제다. 온실가스 중 큰 비중을 차지하는 이산화탄소 배출을 억제하거나 제거하기 위한 많은 연구들이 진행되고 있다. 최근에는 CCS 중 하나인 지중저장(underground storage)의 대안으로 해양에 이산화탄소를 저장하는 기술인 AWL(Accelerated Weathering of Limestone)을 이용한 해양저장(ocean storage)에 대한 연구가 진행되고 있다. AWL은 이산화탄소를 중탄산이온 형태의 농축수로 만들어 해양에 방류하여 희석 저장시키는 방법으로, 대기 중 재방출이 거의 발생하지 않고 배출된 농축수는 해양의 알칼리도를 높여 해양산성화를 방지할 수 있는 장점이 있다. 금회 연구는 AWL에 의한 방법 중 중탄산이온 농축수의 해양방류 시 이산화탄소 등을 포함하는 용존 무기탄소(DIC, Dissolved Inorganic Carbon)의 거동특성을 파악하기 위한 목적으로 수행하였다. 연구대상 해역은 충분한 수심과 작업효율성이 확보되는 울릉도 부근으로 설정하였으며, 거동특성을 파악하기 위하여 표층방류(surface discharge)와 수중방류(submerged discharge)에 의한 물질확산을 계산할 수 있는 CORMIX모형을 채택하였다. 실험결과, 방류 시점으로부터의 희석률을 고려했을 때, 표층방류 시나리오가 농축수 방류에 가장 적합한 방식이라고 사료된다.

• 한국정보통신설비학회:학술대회논문집
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• 2007.08a
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• pp.296-301
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• 2007

2007년 1월 20일 20시 56분경 오대산 부근에서 발생한 지진이 제주도를 제외한 전국에서 감지되어 우리 생활에 직접적인 영향을 끼치는 등 더 이상 우리나라도 지진에 안전한 나라가 아니라는 것이 입증되고 있으며, 정부에서도 자연재해대책법에 통신설비에 대한 내진설계 의무화 규정을 포함시켜 현재 시행을 눈앞에 두고 있는 시점에서 통신시설물에 대한 내진성능 평가와 내진대책 수립이 절실히 요구되고 있다. 따라서, 본 논문에서는 지진 발생시에 가장 민감하게 반웅하며 피해가 클 것으로 예상되는 통신 장치랙에 대하여 전력설비의 내진성능 검증에 사용되는 인공 지진파와 미국에서 측정한 실측 지진파를 진동대에 입력, 지진모사 실험을 실시하여 지진시 발생할 수 있는 통신장비의 기능 이상 유무를 확인하고 동적 거동 특성을 분석함으로써 장치랙이 보유한 내진성능을 도출하여 보았다. 이러한 지진모사 실험은 향후 통신 장치랙의 내진성능을 평가하는 기준을 수립하는데 중요한 기초자료로 활용될 것이라 판단된다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.5A
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• pp.307-315
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• 2012

Recently, ultra high performance fiber reinforced concrete (UHPFRC) having over 180 MPa compressive strength and 10 MPa tensile strength has been developed in Korea. However, UHPFRC represents different material properties with normal concrete (NC) and conventional high performance concrete (HPC) such as a high early age autogenous shrinkage and a rapid dry on the surface, because it has a low water-binder ratio and high fineness admixtures without coarse aggregate. In this study, therefore, to propose suitable experimental methods and regulations, and to evaluate mechanical properties at a very early age for UHPFRC, setting, shrinkage and tensile tests were performed. From the setting test results, paraffin oil was an appropriate material to prevent drying effect on the surface, because if paraffin oil is applied on the surface, it can efficiently prevent the drying effect and does not disturb or catalyze the hydration of cement. From the ring-test results, it was defined that the shrinkage stress is generated at the time when the graph tendency of temperature and strain of inner steel ring is changed. By comparing with setting test result, the shrinkage stress was firstly occurred as the penetration resistance of 1.5 MPa was obtained, and it was about 0.6 and 2.1 hour faster than those of initial and final sets. So, the starting time of autogenous shrinkage measurement (time-zero) of UHPFRC was determined when the penetration resistance of 1.5 MPa was obtained. Finally, the tensile strength and elastic modulus of UHPFRC were measured from near initial setting time by using a very early age tensile test apparatus, and the prediction models for tensile strength and elastic modulus were proposed.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.360-360
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• 2011

우리나라의 극치강수량 발생 특성은 6~8월 사이에 몬순시스템에 의해 영향을 많이 받는다. 이러한 동아시아 몬순시스템은 대규모 기상학적 거동으로서 우리나라의 국지적 강수발생 특성과 매우 큰 연관성을 가지고 있다. 우리나라의 극치강수량 발생 시에 나타나는 기상학적 특징을 진단하는 과정은 수문 기상학적으로 극치강수량을 예측할 수 있는 기본 토대를 제공할 수 있다. 이러한 점에서 본 연구에서는 우리나라에 발생한 극치강수량을 순위별로 추출하고 각 순위별로 극치강수량 발생시점을 중심으로 5일 이전의 기상변량을 NOAA 재해석(reanalysis) 자료로부터 추출하고 이를 합성시켜 기상특성을 평가하였다. 극치강수량의 기상학적 거동을 평가하기 위한 방법은 다음과 같다. 첫째, 기상변량으로는 Sea Level Pressure, Wind Vector, Geopotential Height 등을 추출한다. 둘째, 이들 기상자료로부터 대규모 강우장만을 추출하기 위해서 기준값(threshold)을 가지고 특정량 이상의 Storm Track만을 추출한다. 셋째, 이들 Storm Track들을 분류하여 범주화 시킨다. 넷째, 범주화된 Storm Track 별로 강수량 분포, 강수지속시간 등에 대한 확률 분포를 유도한다. 또한 이들 Storm Track에 패턴인식 기법을 적용하여 Storm Track의 이동경로를 추정할 수 있는 알고리즘을 개발하고자 한다.

• Journal of Korean Society of Steel Construction
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• v.15 no.6 s.67
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• pp.621-628
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• 2003

Stud shear connectors are the most commonly used shear connectors: up to 22mm studs are usually used in steel-concrete composite structures. To expand the current design codes for stud connectors, large studs with a diameter of more than 25mm should be investigated. Through push-out tests on large stud shear connectors that transcend the limitation of current design codes, fatigue behavior was investigated and comparisons with design equations performed. The shear stiffness of the connectors in elastic range was evaluated through shear tests on 25mm, 27mm, and 30mm studs and compared with those from static tests. The fatigue behavior of large studs was discussed in terms of residual slip and load-slip curves. The initiation of fatigue cracks in the welding part could be detected through the history of displacement range. Test results showed that the design fatigue endurance of S-N curves in current design codes could be applied to large stud shear connector.

• The Journal of Engineering Geology
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• v.19 no.3
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• pp.261-268
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• 2009

Tunnel measurements provide crucial information on the ground stability during the excavation, visualizing the ground behavioral characteristics with quantitative dada. Generally, the frequency of the measurements is greater during the early stage of the tunnelling process and reduced with time. However, there are no quantitative criteria established for either the activities, such as the time, location and frequency of the measurement or the management guidance, especially for the site of subtle and unexpected displacement during the excavation. It is, however, still challenging to assess behavioral characteristics of subtle and unexpected displacement after stabilization. In this study, we propose a new method to assess stability and to analysis the behavioral characteristics of subtle and unexpected displacement after stabilization using statistic control charts of displacements. We also present a test result on the applicability of control chart and CUSUM control chart to measured displacements.