This study has suggested an image analysis system based on the Deep Learning for CCTV pedestrian detection and tracing improvement and did experiments for objective verification by designing study model and evaluation model. The study suggestion is that if someone’s face did not be recognized in crime scene CCTV footage, the same pedestrian would be traced and found in other image data from other CCTV by using Color Intensity Classification method for clothes colors as body features and body fragmentation technique into 7 parts (2 arms, 2 legs, 1 body, 1 head, and 1 total). If one of other CCTV footage has recorded its face, the identity of the person would be secured. It is not only detection but also search from stored bulk storage to prevent accidents or cope with them in advance by cost reduction of manpower and a fast response. Therefore, CIC7P(Color Intensity Classification 7 Part Base Model) had been suggested by learning device such as Machine Learning or Deep Learning to improve accuracy and speed for pedestrian detection and tracing. In addition, the study has proved that it is an advanced technique in the area of pedestrian detection through experimental proof.

This study is to perform experiment of concrete according to addition of blast furnace slag powder and sulfur activator dosages. Blast furnace slag powder used at 30, 50, 80% replacement by weight of cement, and liquid sulfur additives was chosen as the alkaline activator. As a result, it should be noted that the sulfur alkali-activators can not only solve the disadvantage of blast furnace slag concrete but also offer the chloride resistance of alkali-activated blast furnace slag concrete to blast furnace slag concrete.

The flexural behavior of reinforced concrete (RC) beams strengthened with an iron based-shape memory alloys strip(Fe-SMAs) by a near-surface mounted (NSM) method was evaluated. The pre-strained values of 0% and 4% and introduced prestressing force by an activation of a shape memory effect of the Fe-SMA strengthening material were considered as experimental variables. The experimental results show a large increase in initial stiffness of beams reinforced with 4% pre-strain. On the contrary, The effect of prestressing seems to be insignificant on the yielding and ultimate loads of tensile bars.

This paper presents an experimental study to evaluate complex deterioration resistances of concretes according to addition of modified sulfur. The complex deterioration tests were performed to concretes with freezing-thawing and deicing chemicals. From the test result, it was confirmed that the complex deterioration resistances of modified sulfur cement concrete was higher than that of normal concrete.

In this paper, the recovery stress of Fe based Shape Memory Alloy(Fe-SMA) was investigated. The temperature of the Fe-SMA was heated to 160℃ and then cooled to evaluate the recovery stress. Pre-strain 2% and 4% was considered as experimental variables. The recovery stress of pre-strain 2% and 4% are 358MPa and 397MPa, respectively.

This paper presents an experimental study to evaluate complex deterioration resistances of concretes according to addition of modified sulfur. The complex deterioration tests were performed to concretes with freezing-thawing and deicing chemicals. From the test result, it was confirmed that the complex deterioration resistances of modified sulfur cement concrete was higher than that of normal concrete.

본 논문은 폴리머 모르타르로 보수된 철근콘크리트 보의 휨거동을 실험적 ·해석적으로 분석한 결과를 제시한다. 실험적 연구에서 는 보수위치, 모르타르 재령을 실험변수로 고려하여 제작된 13개의 보에 대한 3점 휨실험이 실시되었다. 인장측 및 압축측을 보수한 실험체들 의 파괴는 모르타르와 콘크리트의 계면에서 발생하지 않았으며, 폴리머 모르타르의 인장변형률이 극한변형률을 초과하는 순간 발생하였다. 압축측을 보강한 실험체들은 기준실험체의 최대하중과 유사하였다. 그들의 연성지수는 기준실험체보다 훨씬 컸다. 인장측을 보수한 실험체 는 매우 취성적으로 파괴되었으며, 연성지수가 크게 감소하였다. 폴리머 모르타르로 보수된 철근콘크리트의 보의 휨거동을 예측하기 위해 Opensees을 사용한 재료비선형 해석을 진행하였다. 해석 모델을 단순화하기 위해 2차원 골조요소를 적용하였으며, 재료 비선형성을 고려하기 위해 파이버 모델을 적용하였다. 해석결과는 비선형 구조해석은 압축측 보수 실험체의 휨거동을 적절하게 예측하나, 인장측 휨거동는 다소 과 대 평가하는 것으로 나타났다.

In this study, groundwater flow was analyzed targeting Dae-jeong watershed, which exhibited the largest variations of groundwater levels at the identical elevation points among the 16 watersheds of Jeju Island. The issues of the methods applied in practice were identified and improvement plans were suggested. This groundwater-flow estimates derived by applying hydraulic conductivity values onto zones of equal topographic ground level were found to be quite different from actual measured groundwater flow. Conversely, groundwater-flow estimates that utilized hydraulic conductivity values applied onto groundwater-level equipotential lines indicated relatively lesser divergences from actual measured groundwater flow. The reliabilities of the two approaches were assessed for 60 randomly selected points on DEM (digital elevation model) maps, The method using hydraulic conductivity values applied onto groundwater-level contours turned out to be the more reliable approach for the Dae-jeong watershed in Jeju Island.

Jeju Island relies on subterranean water for over 98% of its water resources, and it is therefore necessary to continue to perform studies on drought due to climate changes. In this study, the representative standardized precipitation index (SPI) is classified by various criteria, and the spatial characteristics and applicability of drought in Jeju Island are evaluated from the results. As the result of calculating SPI of 4 weather stations (SPI 3, 6, 9, 12), SPI 12 was found to be relatively simple compared to SPI 6. Also, it was verified that the fluctuation of SPI was greater fot short-term data, and that long-term data was relatively more useful for judging extreme drought. Cluster analysis was performed using the K-means technique, with two variables extracted as the result of factor analysis, and the clustering was terminated with seven-time repeated calculations, and eventually two clusters were formed.

Anaerobic mesophilic batch tests of food waste and food waste leachate collected from food waste treatment facility were carried out to evaluate their ultimate biodegradability and two distinctive decay rate coefficients (k1 and k2) with their corresponding degradable substrate fractions (S1 and S2), respectively. Each 3 liter batch reactor was operated for more than 60 days at substrate to inoculum ratio (S/I) of 0.5 as an initial total volatile solids (TVS) mass basis. Result of Ultimate biodegradability of 74 ~ 83% for food waste and 85 ~ 90% for food waste leachate were obtained respectively. The readily biodegradable fraction of 85 ~ 93% (S1) of food waste Biodegradable Volatile Solids (BVS, So) degraded within the initial 15 days with a range of of 0.151 ~ 0.168 day−1, whereas the rest slowly biodegradable fraction (S2) of BVS degraded for more than 53 days with the long term batch decay rate coefficients of 0.009 ~ 0.010 day−1. For the food waste leachate, the readily biodegradable portion (S1) appeared to be 92 ~ 94% of BVS (So), which degrades with of 0.172 ~ 0.206 day−1 for an initial 15 days. Its corresponding long term batch decay rate coefficients were 0.005 ~ 0.009 day−1. It is recommended that the hydraulic retention times of mesophilic anaerobic digesters be 16 days for the food waste and 15 days for the food waste leachate, respectively. However a safety factor should be considered when designing a full scale plant.

The purpose of the present study is to investigate some effects of concrete according to addition of blast furnace slag and sulfuric alkali-activator. Blast furnace slag was used at 30~80% replacement by weight of cement, and liquid sulfur having NaOH additives was chosen as the alkaline activator. In order to evaluate characteristics of blast furnace slag concrete with sulfuric alkali activators, compressive strength test, carbonation test were performed.

This study presents the results of experiments to investigate the effect of polymer type and curing temperature on the mechanical properties of polymer mortar. The flexural strength, compressive strength of RHP mortar at the curing temperature of 20℃, 0℃, and –20℃ at the curing age of 24hr were 93%, 93%, and 91%, respectively, relative to those at the curing age of 168hr. On the other hand, The flexural strength, compressive strength of HDP mortar at the curing temperature of 20℃, 0℃, and –20℃ at the curing age of 72hr were 91%, 81%, and 80%, respectively, relative to those at the curing age of 168hr.

In this study is investigated nano-modified sulfur concrete carbonation resistance. Weight fraction of nano-modified sulfur are 0%, 3%, and 5% by cement's weight. The experiment result showed that there seem to be similarity in compressive strength according to weight fraction. and, the increase in nano-modified sulfur content enhanced concrete's carbonation resistance.

In this study, pull-out tests were performed for evaluating tensile behavior of chemical anchors. Diameter and embedment length were considered as test variables. During the test, uplift load and vertical displacement of chemical anchors were measured. Maximum uplift load of 16kN was measured in chemical anchor having 21mm diameter and 300mm embedment length.

In this research, Crushed-stone sludge obtained from production processing of crushed aggregates were recycled to manufacture artificial aggregate. Compressive strength , Elastic modulus, Splitting strength, Flexural strength and freeze/thaw, Carbonation test were conducted for artificial aggregate concrete. The results showed that compressive strength and freeze/thaw and depth of carbonation resistance of concrete using crushed-stone sludge aggregate were higher than those of concrete using normal crushed stone. but elastic modulus, splitting and flexural strength were lower than those of concrete using normal crushed-stone

In the present study, the hardening tests were conduct to investigate hardening characteristic of mixed mortor of aluminate and alkari-free using the water-soluble sulfur. Test results showed that values of alkari-free specimens were impoved to compared to aluminate specimens,

The purpose of this study is to evaluate strength and ductility capacity of strengthening using synthetic fiber rope as lateral reinforcement member of the concrete column and confirm possibility using it as alternative material of rebar. As a result, lateral binding effect of concrete column through synthetic fiber rope was shown to be insufficient.

본 연구는 결혼이주여성의 한국어 능력이 가족생활에 어떤 영향을 미치고 있는지 분석하고, 이주여성의 한국어 이해 증진 및 가족생활 제고 방안을 제안하는데 목적이 있다. 이를 위해 본 연구는 경기도가족여성연구원이 2006년 수집한 경기지역 결혼이주여성 810명 자료를 분석하였다. 분석결과에 의하면, 이주여성의 한국어 사용능력은 낮고, 한국어 학습기회를 가졌던 사람도 많지 않았고, 여가생활을 비롯한 가족생활 의사결정 참여도 낮았다. 특히 이주여성의 한국어 사용능력은 여가생활이나 가족생활 의사결정 참여에 유의미한 영향을 미쳤고, 가족생활의 내용에 따라 남편의 정보, 결혼 유형, 자녀 유무, 취업 여부 등이 가족생활에 유의미한 영향을 미친 것으로 나타났다. 이상의 결과를 바탕으로 본 연구는 이주여성의 한국어 사용능력 개선과 가족생활 참여 제고 방안을 제안하였다.