기존 공동주택에서 채취한 보의 휨 내력 및 전단내력 평가

유영찬,신현섭,최기선,임병호,김긍환 한국구조물진단유지관리공학회 2010 한국구조물진단유지관리공학회 논문집 Vol.14 No.3

본 논문에서는 리모델링 공사에 있어 요구되는 노후화된 부재의 내력평가 및 보강설계를 위한 기본 자료를 구축하기 위하여 기존 공동주택의 해체공사시 채취한 철근콘크리트 보 부재에 대한 구조실험을 통하여 노후화된 부재의 내력특성을 분석하고자 한다. 이를 위하여 기존 재건축 아파트 현장에서 총 10개의 보 부재를 채취하고, 각각의 기하학적 특성에 따라 정적 휨 또는 전단내력 실험을 실시하였다. 본 실험결과에 의하면 모든 부재에서 계산치 이상의 실험 내력값을 얻을 수 있었으나, 콘크리트 타설불량 및 심각한 균열이 관측된 일부 실험체에서는 취성적인 파괴와 더불어 낮은 내력값을 나타내었다. 따라서 이러한 심각한 균열/손상 등은 리모델링 공사에 앞서 적절히 보수․보강되어야 할 것으로 판단된다. The static strengths of the existing RC beams were experimentally investigated in this paper to understand the strength characteristics of existing structural members and to get appropriate data in strengthening RC members in the remodelling construction. Ten RC beams were prepared by cutting and extracting directly from the demolition site of apartment housings and tested in order to evaluate the flexural and shear strengths of existing RC beams by their geometric condition. From the test results, it was found that most of the specimens had a sufficient structural capacity except for some special case, for example, specimens with severe cracks or concrete losses caused by improper casting. Therefore, the severely deteriorated members originated from bad concrete casting or careless construction process should be repaired and strengthened in remodelling construction.

PC U형 보를 이용한 포스트텐션된 넓은 보-기둥 골조의 거동

유영찬,임재형 국립7개대학공동논문집간행위원회 2005 공업기술연구 Vol.5 No.-

Since the floor structural systems are repeated over the height of building, a large amount of materials and a great deal of workmanship are required if effective systems are not provided, The previous study(1)(2)(3) developed the post-tensioned precast concrete system(PPS), consists of wide beams with U-shaped precast beam and concrete column, and carried out the experimental study about the estimation of PPS capacity against the earthquake. However, the experimental study in accordance with the representativeness of the whole structure couldn't completely understand the behavior of the whole structure, and have a little lack of presenting the design method. This study is to perform an case study on the behavior of the whole structure, and seismic capability. As a results, PPS system which apply the precast concrete structure and post-tensioned method is to present a sufficient ability of the structural performance against the earthquake and the vibration

세장한 콘크리트 충전 각형강관 장주의 내력 평가

유영찬 安東大學校 工業技術硏究所 1998 공업기술연구논문집 Vol.5 No.1

Concrete filled steel tubular columns have many good properties, such as high compressive strength, large ductility and large energy absorption. The objective of this paper is to investigate the structural behavior of concrete filled steel tubular columns subjected to eccentric load. With experiment and analytical study, the buckling behavior of columns is investigated and compared with each other to the view of main parameters. Also these are compared with another nation standards. The parameters are slenderness, eccentric ratio, and concrete filled or not. The experiment are carried out by simple loading.

소규모 철골조건축물을 위한 약축방향 노출형 주각부의 내진성능 향상

유영찬 한국구조물진단유지관리공학회 2019 한국구조물진단유지관리공학회 논문집 Vol.23 No.5

The purpose of this study is to enhance the seismic performance of exposed column-base plate weak-axis connections for small-sized steel buildings. According to the site inspection for the small-sized building construction, the arbitrary connection details in steel buildings have been applied at the job site, which is considered to be insufficient to guarantee structural safety and stability considering the increased seismic risk in Korea. Therefore, a series of test programs had been done to develop enhanced connection details in order to ensue the adequate seismic stability and safety of small-sized steel buildings. From the test results, It was found that the exposed column-base plate weak-axis connections commonly used in Korea shows very poor seismic behavior due to the “Rocking” phenomena caused by the residual plastic deformation of anchor bolts between anchor plate and concrete. A series of hysteretic tests for finding that solution were conducted to reduce the “Rocking” phenomena of the column-base plate connections, and local buckling of webs in H-column. Finally the enhanced stable seismic behavior was obtained by reinforcing at least 8 anchor bolts with good bonding strength and stiffeners to the webs in H-column. 소규모 철골조건축물의 접합상세에 대한 현장조사에 따르면 지진하중에 의한 횡적 안전성 및 안정성 확보가 불충분할 것으로 예상되는 임의 접합상세가 현장에서 적용되는 것으로 조사되었다. 이에 따라 본 연구에서는 소규모 강구조건축물의 노출형 주각부 약축 연결부의 반복이력 실험을 통해 문제점을 분석하고, 이를 바탕으로 내진성능을 향상시킬 수 있는 접합상세의 개발을 위해 일련의 실험연구를 수행하였다. 본 실험결과에 의하면, 국내에서 흔히 사용되는 노출형 주각부 약축방향 접합부의 이력거동은 앵커볼트가 콘크리트로부터 점진적으로 인발됨에 따라 베이스플레이트와 앵커볼트사이에 이격거리가 누적되어 하중역전구간에서 "Rocking" 현상이 발생되어 내진성능이 매우 낮은 것으로 조사되었다. 이와 같은 문제점을 개선하기 위하하여 앵커볼트의 콘크리트에 대한 부착 유/무와 개수 및 배열형태 등을 변수로 한 성능개선 실험체에 대한 일련의 반복 이력 실험을 수행하였으며, 최종적으로 소규모철골조 건축물의 노출형 주각부에 고강도 전산볼트형 앵커볼트를 8개로 3열로 배치하는 상세의 적용을 통하여 하중지지능력과 에너지분산능력 측면에서 내진성능이 크게 개선된 것을 확인할 수 있었다.

생체시료중 약물검출에 대하여

유영찬,정희선,최화경 내무부 국립과학수사연구소 1992 國立科學搜査硏究所年報 Vol.24 No.-

구조보강용 FRP 복합체의 역학적 특성치 분석을 위한 인장시험방법 평가 연구

유영찬,김긍환,최기선,강인석 한국구조물진단유지관리공학회 2008 한국구조물진단유지관리공학회 논문집 Vol.12 No.1

본 논문에서는 RC 구조물의 보수·보강 공사에 적용되는 FRP 복합체의 역학적 특성치를 평가하기 위하여 각국에서 제안된 시험규격을 비교․분석하고, 시험편 형상 및 시험방법의 차이가 재료성능에 미치는 영향에 대한 실험적 검증을 통하여 표준화된 시험방법 및 평가기준을 도출하고자 하였다. 주 실험변수는 FRP 복합체의 종류, 시험편의 폭, 보강매수 및 가력속도로 설정하였다. 본 시험결과에 의하면, 최대 인장강도와 최소변동계수를 나타내는 인장 시험편의 폭은 FRP의 종류/직조방법에 따라 다르게 나타났으며, 특히 적층형으로 시공되는 FRP 복합체는 보강매수에 따른 인장강도의 저하현상이 관측되므로, 이를 적절히 고려할 수 있는 평가기준의 설정이 필요할 것으로 판단된다. Experimental study has been performed in order to construct the standard test methods and appraisal criteria by investigating the influence of specimen types(property, width, layers) and loading rate on the tensile characteristics of FRP used in strengthening RC structures. The FRP composite tested in this study are the unidirectional CFRP sheet/strip and the bidirectional GFRP sheet. Test variables consist of the various width ranging from 10mm to 25mm and number of CFRP sheets plied up to 5 layers. Test results indicated that maximum tensile strength and minimum coefficient of variation are recorded at each different width according to the fiber types and weaving directions. Also, the average tensile strengths of CFRP sheets are decreased as the number of layer of CFRP sheet are increased.

미분변환법에 의한 진동 해석시 급수중심이 해의 수렴에 미치는 영향

유영찬,신영재,윤종학 대한기계학회 2007 大韓機械學會論文集A Vol.31 No.2

Post-buckling Behavior of Tapered Columns under a Combined Load using Differential Transformation

유영찬 대한건축학회 2006 Architectural research Vol.8 No.1

In this research, the analysis of post-buckling behavior of tapered columns has been performed under a combined load of uniformly distributed axial load along the length and concentric axial load at free end by solving the nonlinear differential equation with the differential transformation technique. The buckling load at various slopes at free end of column is calculated and the results of the analysis using the differential transformation technique is verified with those of previous studies. It is also shown through the results that the buckling load of sinusoidal tapered columns is largest, the linear is second largest, and the parabolic is small in the all ranges of slopes at free end and the deflection of parabolic tapered columns in thecoordinates is largest, the sinusoidal is second largest, and the linear is smallest in the range of slope 0 to 140 degrees at free end. However, when the range of the slope is 160 to 176 degrees at the free end, the deflection of sinusoidal tapered columns in thecoordinates is largest, the linear is second largest, and the parabolic is smallest. In addition, for the linear tapered column, the buckling load increases along with the flexural stiffness ratio. Also, for the parabolic and the sinusoidal tapered column, the buckling loads increase and decrease as the flexural ratios increase in the range of flexural stiffness ratio to . Through this research, it is verified that the differential transformation technique can be applied to solve the nonlinear differential equation problems, such as analysis of post-buckling behavior of tapered columns. It is also expected that the differential transformation technique apply to various more complicated problems in future.

Effect of Multi-Layer Carbon Fiber Sheet Used for Strengthening Reinforced Concrete Beams

유영찬,최기선,김긍환 한국콘크리트학회 2005 콘크리트학회논문집 Vol.17 No.1

The purpose of this study is to investigate the flexural strengthening effects of CF(Carbon Fiber) sheet for the full-scale RC beams with multi-layer CF sheets. The partial strength reduction factors of CF sheets are suggested from the full-scale RC beams tests strengthened with multi-layer CF sheets up to six layers as well as material tests. From the material tensile tests, it was observed that the average tensile strengths of CF sheets per layer are decreased as the number of CF sheets is increased. Also the steep strength reductions of CF sheets in material test results at rupture are observed compared with the structural tests results for the full-scale RC beams strengthened with multi-layer CF sheets. Finally, the partial strength reduction factors for CF sheets up to six layers are suggested considering the effects of multi-layer and unit weight of CF sheets.

한국인 모발과 내부장기조직간 Cd, Hg, Pb 및 Zn함량의 상호관련성

유영찬,이상기,양자열,김기욱,이수연,정규혁 한국환경독성학회 2002 환경독성보건학회지 Vol.17 No.1

In order to study the relationships between trace element concentrations of hair and internal organs, autopsy samples of hair, liver, kidney cortex, kidney medulla, heart, lung, spleen, cerebrum, testis and bone from 162 Korean subjects were analyzed for Cd, Hg, Pb and Zn by inductively coupled plasma atomic emission spectrometry. High significant positive correlations were found between the Cd concentration in hair and bone and Pb in hair and lung. Hair Hg levels were highly significantly correlated with organ Hg levels in the liver, kidney cortex, kidney medulla, heart, lung, spleen, cerebrum, testis and bone. And hair Zn levels were highly significantly correlated with organ Zn levels in the kidney cortex, kidney medulla, spleen, testis and bone.