• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 1999년도 가을 학술발표회 논문집
• /
• pp.233-240
• /
• 1999

The laboratory tests on geogrid-reinforced sand were conducted with considering embedment effect. The relative densities of sand are 60% and 80%, respectively. The embedment depths of foundation were varied as D$\_$f/B=0, 0.5, 1.0. Based on the model test results, (u/B)$\_$cr/, BCR$\_$u/, and (b/B)$\_$cr/, were determined. The optimum depth of reinforcement was determined. The embedment depth of foundation is greatly contributed on the bearing capacity of geogrid-reinforced sand.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 1996년도 춘계학술대회 논문집
• /
• pp.34-38
• /
• 1996

Cylindrical plunge grinding is widely used for final machining process of precision parts such as automobile, aircraft, measurement units. In order to make parts which have high precison accuracy and high surface integrity, it is neccessary to consider grinding characteristics. these grinding characteristics are closely related grinding force. Soin this study, to examine closely characteristics of grinding force, effects of dressing condition, depth of cut and speed ratio on grinding force are considered. As the result, It is shown that grinding forces are affected bydressing condition, depth of cut and speed ratio and that there exist threshod grinding force and it also affected by dressing conditon.

• Architectural research
• /
• 제22권1호
• /
• pp.13-21
• /
• 2020

The purpose of this study was to evaluate the variation in building energy predictions caused by simulation settings related to building envelop thickness. The study assessed the ceiling depth impact on skylight energy performance through OpenStudio integrated Radiance and EnergyPlus simulation programs. A ceiling as deep as 1.5 to 3m was analyzed for skylight to roof ratios from 1% to 25%. The results indicated that the building ceiling depth negatively affected the capability of skylights to significantly reduce building energy consumption. Through a parametric analysis, the study concluded that 8%, 9%, 10% and 11% skylight to roof ratio were optimal in terms of total building energy consumption for a ceiling depth of 1.5m, 2m, 2.5m and 3m, respectively. In addition, the results showed that the usually recommended 5% skylight to roof ratio was only efficient when no ceiling depth was included in the simulation model. Furthermore, the study indicated that the building energy saved by the optimal skylight of each ceiling depth decreased as the ceiling depth deepened. The highest total building energy reduction was 9%, 7%, 5% and 3% for a ceiling depth of 1.5m, 2m, 2.5m and 3m, respectively. This study induced that the solar heat gains and daylight visible transmittance by ceiling depth were crucial in the predictions of skylight energy performance and should not be neglected through building simulation simplifications as it is commonly done in most simulation programs' settings.

• 콘크리트학회지
• /
• 제11권1호
• /
• pp.191-200
• /
• 1999

집중하중을 받는 단순지지 철근콘크리트 깊은 보를 대상으로 콘크리트의 압축강도, 전단스팬비, 웨브 수직 및 수평 보강철근비를 변수로 하여 깊은 보의 구조거동과 전단강도를 실험적으로 조사하였으며, 각 변수의 영향을 고찰하고 규준식 및 제안식 등과 비교, 검토하였다. 42개의 시험체를 실험한 결과, 모든 시험체는 전단스팬 내에서 콘크리트의 과도한 균열 및 압괴에 의해 파괴되었고, 시험체의 초기강성은 압축강도에 관계없이 전단 스팬비가 작을수록 크게 나타났으며, 경사균열 발생 이후 보의 강성이 점진적으로 감소되었다. 전단스팬비가 증가함에 따라 경사균열 및 최대하중은 일정하게 감소하며, 콘크리트 압축강도가 증가할수록 최대하중은 증가하나 경사균열 하중은 거의 변화가 없었고, 전단스팬비의 증가에 따라 콘크리트의 압축강도가 전단강도에 미치는 영향 또한 일정하게 감소하는 것으로 보인다. 웨브의 전단보강근 효과는 전단스팬비의 영향을 받으며, 전단스팬비가 작아지면 수평보강근의 효과가, 전단스팬비가 커지면 수직보강근의 효과가 상대적으로 커짐을 알 수 있었다. 실험결과와 비교하여, 이론식은 de Paiva의 제안식이, 규준식은 CIRIA guide가 실험결과에 가장 부합하는 것으로 나타났으며, 국내 규준식은 실험값에 비해 상당히 낮은 강도로 계산되고 있어 안전 측에 있는 것으로 판단된다.

• 콘크리트학회논문집
• /
• 제26권2호
• /
• pp.181-188
• /
• 2014

이 연구에서는 기존의 가상고정점 모델을 통한 단일 현장타설말뚝 설계를 보완하고자, 등가 지반면 스프링 모델을 바탕으로 한 기둥과 말뚝의 상호작용을 고려한 해석법을 제시하였으며, 이를 토대로 주요 영향인자에 따라 말뚝의 최소철근비 적용성을 분석하였다. 나아가, 기둥과 말뚝 조건을 고려하여 말뚝에 철근비별 적용 가능한 한계깊이를 제안하였다. 이 연구 결과, 기둥-말뚝의 상호작용을 고려한 해석은 가상고정점 모델 해석에서 전체 모델링 해석으로 넘어가는 중간단계의 비교적 정확하고 경제적인 설계법임을 알 수 있었으며, 이 해석법을 통해 최소철근비 적용성을 평가한 결과, 말뚝의 최대 휨모멘트는 말뚝재료의 균열모멘트 이내에서 모두 발생하는 것으로 나타나 말뚝에는 최소철근비(0.4%)를 적용하여도 만족하는 것을 알 수 있었다. 이를 토대로, 현장사례를 통해 철근비별 적용 가능한 한계깊이($L_{As=x%}$)를 제안하였으며, 정규화된 철근비별 적용 가능한 한계깊이 ($L_{As=x%}/L_P$)는 정규화된 말뚝길이($L_P/D_P$)에 따라 선형적으로 감소하여 일정한 값에서 수렴함을 알 수 있었다.

• 대한소아치과학회지
• /
• 제31권3호
• /
• pp.506-515
• /
• 2004

치아 우식증을 조기에 발견하여 기존의 외과적 와동 형성을 피하고 건전한 치질을 최대한 보존하고자하는 예방적 시술 개념에 대한 관심과 연구가 최근 유럽을 중심으로 확산되고 있다. 치아 우식증의 임상적 조기 진단을 위해 새로운 장비들이 개발되고 있으며, 이미 실험실 연구를 통해 성능의 우수성이 입증된 바 있다. 본 연구의 목적은 치아 우식증의 조기 진단을 목적으로 새로 개발된 quantitative light induced fluorescence analysis (QLF) 시스템을 이용하여 우치, 사람의 유치 및 영구치의 법랑질 탈회 속도를 비교 평가하고자 하였다. 각 군당 25개씩 배정된 실험 대상 치아들은 표면을 약 $50{\sim}100{\mu}m$정도 제거한 후 활택하여 탈회 용액(0.1mol/L 젖산, 0.2% 카보폴 907 그리고 50%로 농축된 수산화 인회석으로 제조)에서 1, 2, 4 그리고 8일 동안 탈회시켰다. 모든 시편들은 QLF분석을 시행하였으며 실험 일정에 따라 5개의 시편들을 선택하여 gold standard로 사용하기 위해 Transverse Microradiography analysis (TMR)를 시행하였다. TMR 분석을 통하여 무기질의 탈회량(IML)과 병소 깊이(LD)를 측정하였다. QLF 분석에서 측정된 정상 법랑질의 fluorescence radiance (FRs) 값에 대한 탈회 법랑질의 fluorescence radiance $(FR_D)$의 비율인 FR ratio $(FR_D/FR_s)$를 산출하였다. 우치에서는 FR Ratio와 병소 깊이 간에 통계적 유의성이 있었으며(p<0.05), 유치에서는 FR Ratio와 광물질 소실 및 병소 깊이 간에는 유의성이 없었다(p>0.05). 영구치에서는 FR Ratio와 광물질 소실 및 병소 깊이 간에 통계적 유의성이 있었다(p<0.05). 탈회 시간에 대한 FR Ratio의 회귀 분석 결과에서 얻은 회귀 계수 값은 우치에서는 -4.643(p<0.05), 유치에서는 -5.421(p<0,05), 영구치에서 -4.435(p<0.05)로 나타났다.

• Smart Structures and Systems
• /
• 제14권5호
• /
• pp.785-809
• /
• 2014

In this paper, an Adaptive nerou-based inference system (ANFIS) is being used for the prediction of shear strength of high strength concrete (HSC) beams without stirrups. The input parameters comprise of tensile reinforcement ratio, concrete compressive strength and shear span to depth ratio. Additionally, 122 experimental datasets were extracted from the literature review on the HSC beams with some comparable cross sectional dimensions and loading conditions. A comparative analysis has been carried out on the predicted shear strength of HSC beams without stirrups via the ANFIS method with those from the CEB-FIP Model Code (1990), AASHTO LRFD 1994 and CSA A23.3 - 94 codes of design. The shear strength prediction with ANFIS is discovered to be superior to CEB-FIP Model Code (1990), AASHTO LRFD 1994 and CSA A23.3 - 94. The predictions obtained from the ANFIS are harmonious with the test results not accounting for the shear span to depth ratio, tensile reinforcement ratio and concrete compressive strength; the data of the average, variance, correlation coefficient and coefficient of variation (CV) of the ratio between the shear strength predicted using the ANFIS method and the real shear strength are 0.995, 0.014, 0.969 and 11.97%, respectively. Taking a look at the CV index, the shear strength prediction shows better in nonlinear iterations such as the ANFIS for shear strength prediction of HSC beams without stirrups.

• Journal of Advanced Research in Ocean Engineering
• /
• 제1권1호
• /
• pp.44-54
• /
• 2015

Breakwaters are the coastal structures constructed either perpendicular (shore connected) or parallel (detached) to the coast. The main function of breakwater is to create a tranquil medium on its leeside by reflecting the waves and also dissipating the wave energy arriving from seaside, resulting in ease of manoeuvrability to boats or ships to their berthing places. Different types of breakwaters are being used at present, such as rubble mound breakwater, vertical wall type breakwater and composite breakwater. The objective of this paper is to investigate reflection coefficients (Kr) and dissipation (loss) coefficients (Kl) for physical models of Quarter circle caisson breakwater of three different radii of 0.550 m, 0.575 m and 0.600 m with S/D ratio of 2.5 (S=spacing between perforations, D=diameter of perforations). The models were tested in the monochromatic wave flume of the department, for different incident wave heights (Hi), Wave periods (T) and water depths (d). It was observed that reflection coefficient increased with increase in the wave steepness (Hi/gT2) and decreased with increase in depth parameter (d/gT2) and hs/d (Height of structure including rubble base/depth of water). The loss coefficient decreased with increase in the wave steepness and increased with increase in depth parameter and hs/d.

• Earthquakes and Structures
• /
• 제16권6호
• /
• pp.757-769
• /
• 2019

The seismic performance of a coupled shear wall system is governed by the shear resistances of its coupling beams. The plate-reinforced composite (PRC) coupling beam is a newly developed form of coupling beam that exhibits high deformation and energy dissipation capacities. In this study, the shear capacity of plate-reinforced composite coupling beams was investigated. The shear strengths of PRC coupling beams with low span-to-depth ratios were calculated using a softened strut-and-tie model. In addition, a shear mechanical model and calculating method were established in combination with a multi-strip model. Furthermore, a simplified formula was proposed to calculate the shear strengths of PRC coupling beams with low span-to-depth ratios. An analytical model was proposed based on the force mechanism of the composite coupling beam and was proven to exhibit adequate accuracy when compared with the available test results. The comparative results indicated that the new shear model exhibited more reasonable assessment accuracy and higher reliability. This method included a definite mechanical model and reasonably reflected the failure mechanisms of PRC coupling beams with low span-to-depth ratios not exceeding 2.5.

• International Journal of Precision Engineering and Manufacturing
• /
• 제4권3호
• /
• pp.62-67
• /
• 2003

The grinding force generated during the grinding process causes an elastic deformation of the workpiece, grinding wheel, and machine system. Thus, the true depth of cut is always smaller than the apparent depth of cut. This is known as machining elasticity phenomenon. The machining elasticity parameter is defined as a ratio between the true depth of cut and the apparent depth of cut. It is an important factor to understand the material removal mechanism of the grinding process. To increase productivity, the value of this machining elasticity parameter must be large. Therefore, it is essential to know the characteristics of this parameter. The objective of this research is to study the effect of the major grinding conditions, such as table speed, depth of cut, on this parameter experimentally, Through this research, it is found that this parameter value is increasing when the table speed is decreasing or the depth of cut is increasing. Also, this parameter value depends on the grinding mode (up grinding, down grinding).