• 한국방재학회 논문집
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• 제5권1호
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• pp.77-84
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• 2005

콘크리트 구조물의 성능저하, 노후화 및 용도 변경 등으로 구조물을 해체할 경우가 증가하면서 발생되는 폐콘크리트량이 급증하고 있는 추세이지만, 거의 대부분이 단순 매립용 재료로 사용되고 있다. 우리나라와 같이 부존자원이 부족한 나라에서 폐기되는 콘크리트를 포장 콘크리트용 골재로 재활용할 경우 콘크리트용 천연골재의 부족 현상 극본, 자원절약 및 환경보존 등에 크게 기여할 것으로 기대된다. 본 연구에서는 실제 구조물에 사용된 콘크리트를 해체하면서 발생한 폐콘크리트를 파쇄하여 제조한 재생골재의 혼합율을 각각 5단계로 변화시켜 제조한 재생 골재를 포장 콘크리트용 골재로 활용하기 위하여 실시한 실험결과에 대하여 고찰하였다.

• 대한안전경영과학회지
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• 제16권3호
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• pp.45-54
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• 2014

The average injury rate in sawmilling industry for the last 5 years is 4.99%, which means that more than 200 injuries have occurred in that industry every year. Because the first step in risk assessment is the hazard identification, it is very important to know how to define the hazard and nature of harm. We analyzed 643 accident records of three years(2010-2012) and carried out site survey for the same cases. As a result, the most common types of work at the time of injury in sawmilling industry were removing jammed wood 81(12.8%), wood carrying task 52(8.1%), wood cutting 49(7.6%), travelling table log band saw 41(6.4%), maintenance 37(5.8%) etc. In addition, there were statistically significant differences in some analysis factors such as injured body parts, employment size, and handling material among different working places. Therefore, it is concluded that differentiated prevention efforts are necessary in each workplace.

• 환경영향평가
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• 제5권1호
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• pp.107-121
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• 1996

The objective of this study is to establish the application method of environmental information system which is related to hazard identification for Health Risk Assessment. For establishing the environmental information system, fourteen hazardous chemicals were chosen and applicated to the database network such as RTKNET(Right Know Net), MSDS(Material Safety Data Sheets), TRI(Toxic Release Inventory), IRIS, AIRS, etc. The searching method of environmental information is classified to three sections such as the domestic commercial information company, international database agencies, and internet. Recently the importance of environmental information is being emphasized because it is essential 10 use database system in the field of environmental studies. Most of the foreign research organizations are communicating actively for information exchange, and the improvement of the quality of research. It is required to accumulate the data and develop them to database for future research.

• 한국화재조사학회지
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• 제11권1호
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• pp.63-73
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• 2007

페놀수지로 몰딩된 바이메탈식 서모스탯의 반복적인 동작에 의한 발화위험성을 검토하기 위하여 발화된 것으로 판정된 사례의 연구와 동작 횟수를 가속시킨 실험을 행하였다. 사례연구 및 실험결과, 페놀수지로 몰딩된 바이메탈식 서모스탯(이하 '바이메탈식 서모스탯'이라 칭함)은 반복적인 동작에 의하여 내측의 고정접점과 가동접점 부분 사이에서 몰딩재료인 페놀수지가 국부적으로 탄화되는 트래킹 현상이 발생되며, 이로 인한 전기적인 발열 및 용융 등에 의하여 내측으로부터 발화될 수 있다는 사실을 입증하였다.

• 한국안전학회지
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• 제21권5호
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• pp.53-59
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• 2006

Standard safety management costs can not be applied to each site with same rate, it is very difficult, because it depends on the experience, work method, work kind, work progress schedule, and hazard level of each construction company. Therefore, this study is to find out hazard level of each work kinds through questionnaire and interview and investigate analyze the status which standard safety management costs have been used. Also, this study is to show reasonable rates of standard safety management costs in construction industry and to set up countermeasures against those problem after reviewing its status in korea with in Japan and Europe. The domestic system of standard safety management costs is not considered in the foreign country, while only related subjective items have been investigated and evaluated for this study. This study is to investigate eleven project kinds of domestic system, first, and to investigate eleven items of apartment bldg, office, civil work such as bridge, tunnel, dam, plant etc, secondly. Additionally, three items of gymnasium, railway, particular steel tower are investigated in this study. Also this study is to investigate and analyze performed costs of presently processing worker finished work so that it shows a new reasonable rate against standard safety management costs in construction industry, in order to make basial data and material to be systemized.

• 한국방재학회 논문집
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• 제7권3호
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• pp.1-7
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• 2007

중공 RC 기둥은 중실 RC 기둥에 비해 자중의 감소 및 재료 절감에 대한 장점을 가진다. 그러나 중공 RC 기둥은 안쪽면의 취성파괴로 인하여 낮은 연성 거동을 할 가능성이 있다. 이러한 문제점을 해결하기 위해 중공 부재 내의 콘크리트 3축 구속 상태로 존재하게 하는 강관으로 보강된 중공 RC 기둥이 개발되었으며, 본 연구에서는 강관으로 보강된 중공 RC 기둥의 중공비를 $0.50{\sim}0.85$까지 변화 시켜 중공비에 따른 작용하중에 대한 안전율, 연성도, 재료비, 교각 총 중량에 대한 거동 특성을 파악하였다.

• 한국방재학회 논문집
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• 제5권4호
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• pp.29-36
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• 2005

본 연구는 부산 가덕도 부근 해성점토에 대하여 일축압축시험을 실시하여 일축압축강도, 최대강도에서의 변형률, 심도와의 관계를 비교 및 분석하였으며 시료에 포함되어 있는 불순물과 시료채취시 충진율이 흙의 일축압축강도와 교란도에 미치는 영향을 파악하였다. 시험결과 시료의 일축압축강도는 최대강도에서의 변형률이 증가함에 따라 감소하는 결과를 보였으며 채취 심도가 깊을수록, 시료채취시의 충진율이 좋을수록 증가하는 추세를 보였다. 특히 시료 충진율의 증가는 일축압축강도 증가를 가져왔고 시료의 등급 또한 높여주었다.

• Structural Engineering and Mechanics
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• 제88권5호
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• pp.463-480
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• 2023

The buckling-restrained braced frames with eccentric configurations (BRBF-Es) exhibit stable cyclic behavior and possess a high energy absorption capacity. Additionally, they offer architectural advantages for incorporating openings, much like Eccentrically Braced Frames (EBFs). However, studies have indicated that significant residual drifts occur in this system when subjected to earthquakes at the Maximum Considered Earthquake (MCE) hazard level. Consequently, in order to mitigate these residual drifts, it is recommended to employ self-centering systems alongside the BRBF-E system. In our current research, we propose the utilization of the Direct Displacement-Based Seismic Design method to determine the design base shear for a hybrid system that combines BRBF with an eccentric configuration and a self-centering frame. Furthermore, we present a methodology for designing the individual components of this composite system. To assess the effectiveness of this design approach, we designed 3-, 6-, and 9-story buildings equipped with the BRBF-E-SCF system and developed finite element models. These models were subjected to two sets of ground motions representing the Maximum Considered Earthquake (MCE) and Design Basis Earthquake (DBE) seismic hazard levels. The results of our study reveal that although the combined system requires a higher amount of steel material compared to the BRBF-E system, it substantially reduces residual drift. Furthermore, the combined system demonstrates satisfactory performance in terms of story drift and ductility demand.

• Journal of the Korean Wood Science and Technology
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• 제44권5호
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• pp.639-654
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• 2016

건축 재료별 연소가스에 따른 인체 유해성 평가에 관한 본 연구는 SEM, FTIR와 콘칼로리미터를 이용하여 목재류인 MDF와 나왕방부목 2종과 화학물질인 난연 스티로폼, 스티로폼, 우레탄폼 및 석고보드 4종의 플라스틱류 각각의 재료별 연소가스 분석을 하였다. 분석결과, MDF는 연소된 부분의 나무구조와 접착제가 혼합되어 균일하게 연소되었고 나왕방부목은 난연 약제가 깊숙이 침투하여 높은 열에도 목재의 형태를 일정하게 유지하였다. 난연 스티로폼은 불이 붙지 않고 녹아내렸는데 무기계 난연제 때문으로 사료되고 석고보드는 형태는 유지했으나 열에 취약함을 확인하였다. MDF에서 암모니아($NH_3$)치사농도(750 ppm)대비 795 ppm, 나왕방부목은 이산화탄소($CO_2$)가 256,965 ppm으로 치사농도(100,000 ppm)의 2.5배 초과하였고, 우레탄에서 염화수소(HCl)의 치사농도(500 ppm)를 초과하는 697 ppm, 또한 우레탄에서 이산화질소($NO_2$) 치사농도(250 ppm)를 크게 초과하는 434 ppm과 난연 스티로폼 398 ppm이 방출되었다. 대부분의 재료에서 인체에 매우 유해한 가스가 방출됨을 확인하였고, 본 연구결과는 향후 건축 재료별 인체 유해성을 평가하는 기초데이터로 활용하고자 한다.

• Geomechanics and Engineering
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• 제8권6호
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• pp.757-767
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• 2015

Rock mass is an important engineering material. In hydropower engineering, rock mass of bank slope controlled the stability of an arch dam. However, mechanical characteristics of the rock mass are not only affected by lithology, but also joints. On the basis of field geological survey, this paper built rock mass material containing parallel concentrated joints with different dip angle, different number under different stress conditions by PFC (Particle Flow Code) numerical simulation. Next, we analyzed mechanical property and fracture features of this rock mass. The following achievements have been obtained through this research. (1) When dip angle of joints is $15^{\circ}$ and $30^{\circ}$, with the increase of joints number, peak strength of rock mass has not changed much. But when dip angle increase to $45^{\circ}$, especially increase to $60^{\circ}$ and $75^{\circ}$, peak strength of rock mass decreased obviously with the increase of joints number. (2) With the increase of confining stress, peak strengths of all rock mass have different degree of improvement, especially the rock mass with dip angle of $75^{\circ}$. (3) Under the condition of no confining stress, dip angle of joints is low and joint number is small, existence of joints has little influence on fracture mode of rock mass, but when joints number increase to 5, tensile deformation firstly happened at joints zone and further resulted in tension fracture of the whole rock mass. When dip angle of joints increases to $45^{\circ}$, fracture presented as shear along joints, and with increase of joints number, strength of rock mass is weakened caused by shear-tension fracture zone along joints. When dip angle of joints increases to $60^{\circ}$ and $75^{\circ}$, deformation and fracture model presented as tension fracture zone along concentrated joints. (4) Influence of increase of confining stress on fracture modes is to weaken joints' control function and to reduce the width of fracture zone. Furthermore, increase of confining stress translated deformation mode from tension to shear.