• 한국지진공학회논문집
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• 제24권1호
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• pp.29-37
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• 2020

This study is to investigate the effect of a retrofitted reinforced concrete frame with non-seismic details strengthened by embedded steel moment frames with an indirect joint, which mitigates the problems of the direct joint method. First, full-scale experiments were conducted to confirm the structural behavior of a 2-story reinforced concrete frame with non-seismic details and strengthened by a steel moment frame with an indirect joint. The reinforced concrete frame with non-seismic details showed a maximum strength of 185 kN at an overall drift ratio of 1.75%. The flexural-shear failure of columns was governed, and shear cracks were concentrated at the beam-column joints. The reinforced concrete frame strengthened by the embedded steel moment frames achieved a maximum strength of 701 kN at an overall drift ratio of 1.5% so that the maximum strength was about 3.8 times that of the specimen with non-seismic details. The failure pattern of the retrofitted specimen was the loss of bond strength between the concrete and the rebars of the columns caused by a prying action of the bottom indirect joint because of lateral force. Furthermore, methods are proposed for calculation of the specified strength of the reinforced concrete frame with non-seismic details and strengthened by the steel moment frame with the indirect joint.

• Computers and Concrete
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• 제6권5호
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• pp.357-376
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• 2009

In the design of concrete columns, it is important to provide some nominal flexural ductility even for structures not subjected to earthquake attack. Currently, the nominal flexural ductility is provided by imposing empirical deemed-to-satisfy rules, which limit the minimum size and maximum spacing of the confining reinforcement. However, these existing empirical rules have the major shortcoming that the actual level of flexural ductility provided is not consistent, being generally lower at higher concrete strength or higher axial load level. Hence, for high-strength concrete columns subjected to high axial loads, these existing rules are unsafe. Herein, the combined effects of concrete strength, axial load level, confining pressure and longitudinal steel ratio on the flexural ductility are evaluated using nonlinear moment-curvature analysis. Based on the numerical results, a new design method that provides a consistent level of nominal flexural ductility by imposing an upper limit to the axial load level or a lower limit to the confining pressure is developed. Lastly, two formulas and one design chart for direct evaluation of the maximum axial load level and minimum confining pressure are produced.

• Advances in Computational Design
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• 제3권1호
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• pp.71-86
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• 2018

Thin-walled cross-sections can be optimized to enhance their resistance and progress their behaviour, leading to more competent and inexpensive structural system. The aim of this study is to afford a methodology that would facilitate progress of optimized cold formed steel (CFS) column section with maximum ultimate strength for practical applications. The proposed sections are designed to comply with the geometrical standards of pre-qualified column standards for CFS structures as well as with the number of industrialized and practical constraints. The stiffening evaluation process of CFS lipped channel columns, a five different cross section are considered. The experimental strength and behaviour of the proposed sections are verified by using the finite element analysis (FEA). A series comprehensive parametric study is carried out covering a wide range of section slenderness and overall slenderness ratio of the CFS column with and without intermediate web stiffeners. The ultimate strength of the sections is determined based on the Direct Strength Specification and other design equation available from the literature for CFS structures. A modified design method is proposed for the DSM specification. The results indicate that the CFS column with complex edge and intermediate web stiffeners provides an ultimate strength which is up to 78% higher than standard optimized shapes with the same amount of cross sectional area.

• 한국환경보건학회지
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• 제28권2호
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• pp.183-192
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• 2002

Indoor air quality is affected by source strength of pollutants, ventilation rate, decay rate, outdoor level and so on. Although technologies exist to measure these factors directly, direct measurements of all factors are impractical in most field studies. The purpose of this study was to develop an alternative methods to estimate these factors by multiple measurements. Daily indoor and outdoor NO$_2$concentrations for 21 days in 20 houses in summer and winter, Seoul. Using a mass balance model and linear regression analysis, penetration factor (ventilation divided by sum of air exchange rate and deposition constant) and source strength factor(emission rate divided by sum of air exchange rate and deposition constant) were calculated. Subsequently, the ventilation and source strength were estimated. During sampling period, geometric mean of natural ventilation was estimated to be 1.10$\pm$1.53 ACH, assuming a residential NO$_2$decay rate of 0.8 hr$^{-1}$ in summer. In winter, natural ventilation was 0.75$\pm$1.31 ACH. And mean source strengths in summer and winter were 14.8ppb/hr and 22.4ppb/hr, respectively. Although the method showed similar finding previous studies, the study did not measure ACH or the source strength of the house directly. As validation of natural ventilations, infiltrations were measured with $CO_2$tracer gas in 18 houses. Relationship between ventilation and infiltration was statistically correlated (Pearson r=0.63, p=0.02).

• Structural Engineering and Mechanics
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• 제12권5호
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• pp.459-474
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• 2001

The complete moment-curvature curves of doubly reinforced concrete beams made of normal- or high-strength concrete have been evaluated using a newly developed analytical method that takes into account the stress-path dependence of the constitutive properties of the materials. From the moment-curvature curves and the strain distribution results obtained, the post-peak behavior and flexural ductility of doubly reinforced normal- and high-strength concrete beam sections are studied. It is found that the major factors affecting the flexural ductility of reinforced concrete beam sections are the tension steel ratio, compression steel ratio and concrete grade. Generally, the flexural ductility decreases as the amount of tension reinforcement increases, but increases as the amount of compression reinforcement increases. However, the effect of the concrete grade on flexural ductility is fairly complicated, as will be explained in the paper. Quantitative analysis of such effects has been carried out and a formula for direct evaluation of the flexural ductility of doubly reinforced concrete sections developed. The formula should be useful for the ductility design of doubly reinforced normal- and high-strength concrete beams.

• 한국지반신소재학회논문집
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• 제2권1호
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• pp.39-45
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• 2003

보강토 지반에서 가장 중요한 부분은 보강재와 흙사이의 접촉부분으로서 이 부분의 전단강도 및 전단거동은 보강효과에 직접적인 영향을 미친다. 보강토 지반에서 접촉부분의 전단특성을 얻는 방법으로서 인발시험방법과 직접전단시험방법 등이 있다. 실제 보강토 구조물내에서 보강재와 흙사이에 인발이 되는 부분, 전단이 되는 부분 등이 존재한다. 전단이 되는 경우에도 보강재가 전혀 변형을 하지 않는 경우와 보강재 자체가 변형이 되는 경우 등으로 나눌 수 있다. 본 연구에서는 대형 전단시험기를 이용하여, 부직포/모래, 지오그리드/모래 등의 접촉면을 갖는 2종의 토목섬유를 이용하여, 토목섬유의 인장변형이 허용되는 자유조건과 인장변형이 억제되는 고정조건 등 두가지 방법으로 직접전단시험을 실시하였다. 실험결과 자유조건에 비해 고정조건으로 시험을 행한 경우가 마찰각이 더 컸다. 그리고 전단응력이 피크가 되는 전단변형의 크기는 자유조건의 경우가 더 큰 값을 가졌다. 잔류응력의 경우는 고정법의 경우가 컸지만 잔류응력비는 자유법의 경우가 더 큰 값을 가졌다.

• The Plant Pathology Journal
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• 제23권4호
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• pp.260-265
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• 2007

Testing a large number of samples from field monitoring and routine indexing is cumbersome and the available virus detection tools were labor intensive and expensive. To circumvent these problems we established tissue blot immunoassay (TBIA) method an alternative detection tool to detect Barley mild mosaic virus (BaMMV) and Barley yellow mosaic virus (BaYMV) infection in the field and greenhouse inoculated plants for monitoring and routine indexing applications, respectively. Initially, leaf and stem were tested to determine suitable plant tissue for direct blotting on nitrocellulose membrane. The dilutions of antibodies were optimized for more efficient and economical purposes. Results showed that stem tissue was more suitable for direct blotting for it had no background that interferes in the reaction. Therefore, this technique was referred as direct stem blot immunoassay or DSBIA, in this study. Re-used diluted (1:1000) antiserum and conjugate up to 3 times with the addition of half strength amount of concentrated antibodies was more effective in detecting the virus. The virus blotted on the nitrocellulose membrane from stem tissues kept at room temperature for 3 days were still detectable. The efficiency of DSBIA and RT-PCR in detecting BaMMV and BaYMV were relatively comparable. Results further proved that DSBIA is a rapid, reliable and economical detection method suitable for monitoring BaMMV and BaYMV infection in the field and practical method in indexing large scale of barley materials for virus resistance screening.

• 한국건축시공학회지
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• 제16권3호
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• pp.237-245
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• 2016

시공이음부 발생에 따른 초고성능 콘크리트의 일체성을 확보하기 위해서는 그 특성을 수반함과 동시에 전단부착성능에 대한 정량적인 계면처리방법이 필요할 것으로 판단된다. 이에, 본 연구는 초고성능 콘크리트 타설 시, 발생하는 시공이음부의 부착성능을 확보하기 위한 일환으로서 시공이음부 계면처리방법에 따른 전단부착성능 평가를 통하여 재료적인 측면에서의 합리적인 계면처리방법을 도출하고자 한다. 초고성능 콘크리트 배합은 180MPa의 배합강도를 사용하였으며, 계면처리방법으로는 MN, AC, GR-10-0, GR-20-0, GR-30-0, SH-30-5, SH-30-10으로써 총 7수준으로 설정하였다. 실험체는 $150{\times}150{\times}150mm$의 Size로 제작 후, 전단부착강도 평가를 위하여 Direct shear test를 실시하였다. 실험결과, 시공이음부 접합면에 대해 계면처리를 실시한 경우 부착성능이 향상되는 것을 확인하였으며, 접합부 단면적이 증가할수록 초고성능 콘크리트의 일체성 확보에 유리할 것으로 판단된다. 또한 콘크리트의 일체성을 확보하기 위해서는 접합면 단면적의 비율 및 요철의 깊이, 개수 등이 적절히 고려되어야 할 것으로 판단된다.

• 한국재료학회지
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• 제8권10호
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• pp.890-897
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• 1998

n-InP(001)기판과 PECVD법으로 ${Si}_3N_4$(200nm)막이 성장된 InP 기판사이의 direct wafer bonding을 분석하였다. 두 기판을 접촉시켰을 때 이들 사이의 결합력에 크게 영향을 주는 표면 상태를 접촉각 측정과 AFM을 통해서 분석하였다. InP 기판은 $50{\%}$ 불산용액으로 에칭하였을 때 접촉각이 $5^{\circ}$, RMS roughness는 $1.54{\AA}$이었다. ${Si}_3N_4$는 암모니아수 용액으로 에칭하였을 때 RMS roughness가 $3.11{\AA}$이었다. Inp 기판과 ${Si}_3N_4$/InP를 각각 $50{\%}$ 불산 용액과 암모니아수 용액에 에칭한 후 접촉시켰을 때 상당한 크기의 초기 겹합력을 관찰할 수 있었다. 기계적으로 결합된 시편을 $580^{\circ}C$-$680^{\circ}C$, 1시간동안 수소 분위기와 질소분우기에서 열처리하였다. SAT(Scanning Acoustic Tomography)측정으로 두 기판 사이의 결합여부를 확인하였다. shear force로 측정한 InP 기판과 ${Si}_3N_4$/InP사이의 결합력은 ${Si}_3N_4$/InP 계면의 결합력만큼 증가되었다. TEM과 AES를 이용해서 di-rect water bonding 계면과 PECVD계면을 분석하였다.

• 대한치과보철학회지
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• 제57권3호
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• pp.225-231
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• 2019

목적: 본 연구의 목적은 적층 가공법, 절삭 가공법 및 직접법에 의해 제작된 임시 수복용 레진의 파절강도와 굴곡강도를 비교하는 것이다. 재료 및 방법: 각각 다른 방법들로 제작된 5가지 방법의 임시 수복용 레진을 조사하였다: Stereolithography apparatus (SLA) 3D 프린터를 이용한 적층 가공법(S3Z군), 두 가지 digital light processing (DLP) 3D 프린터를 이용한 적층 가공법(D3Z군, D3P군), 절삭 가공법(MIL군), 전통적인 방식의 직접법(CON군). 파절강도 시험은 각 방법을 이용하여 소구치 형태의 시편을 준비하였고, 굴곡강도 시험은 각 방법을 이용하여 직사각형의 바 형태의 시편 ($25{\times}2{\times}2mm$)을 준비하여 universal testing machine (UTM)을 사용하여 평가하였다. 결과: 적층 가공을 이용해 제작된 S3Z군, D3Z군, D3P군의 파절강도는 MIL군 및 CON군의 파절강도와 유의한 차이가 없었다 (P > .05/10 = .005). 한편, S3Z군, D3P군, MIL군의 굴곡강도는 CON군의 굴곡강도보다 높았으나 (P < .05), D3Z군의 굴곡강도는 CON군보다 낮았다 (P < .05). 결론: 본 연구의 한계 내에서 적층 가공법으로 제작된 임시 수복용 레진은 절삭 가공법과 기존에 사용되었던 직접법에 의해 제작된 임시수복용 레진과 임상적으로 유사한 파절강도, 굴곡강도를 나타냈다.