• Journal of KIISE:Computer Systems and Theory
• /
• v.26 no.6
• /
• pp.683-692
• /
• 1999

관계형 데이터베이스 시스템에서 결합 연산자는 데이터베이스 질의를 구성하는 연산자들 중 가장 많은 처리시간을 요구한다. 따라서 이러한 결합연산자를 효율적으로 처리하기 위해 많은 병렬 알고리즘들이 소개되었다. 그 중 하이브리드 해쉬 결합 알고리즘은 가장 우수한 것으로 알려져왔다. 그러나 이 알고리즘은 여러 노드로 데이터를 분할하는 과정에서 데이터의 편중 문제가 발생하며, 이는 전체 시스템의 성능을 크게 저하시키게된다. 본 논문에서는 이러한 데이터 편중문제를 해결한 변형된 하이퍼퀵 정렬을 이용한 병렬 결합 알고리즘을 non-equijoin을 위한 알고리즘으로 확장하였다. 또한 T805로 연결된 하이퍼큐브 구조 시스템에서 시뮬레이션하여 얻은 결과를 수치 계산적 비용모델의 결과와 비교를 통해 변형된 하이퍼 퀵 정렬을 이용한 병렬 결합 알고리즘의 성능을 분석하고 , 비용모델의 타당성을 입증하였다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2019.05a
• /
• pp.138-138
• /
• 2019

진해 용원해역은 부산 신항 개발사업의 일환으로 추진된 북 부두조성 사업 및 항만 배후단지 조성사업으로 전면 해역이 매립되어 원활한 해수흐름이 차단되고 송정천 하구 지점의 견마도 북쪽 통로를 이용한 선박이동만이 가능한 좁고 긴 수로형태로 변형된 국내에서 이례적인 폐쇄성 수역으로 변형되었다. 용원수로의 평균 너비는 약 100 m, 길이는 3,600 m정도로 세장비가 아주 큰 수로에 해당되며, 용원수로의 조석 유입유출은 뚜렷한 일차원적 흐름으로 간주할 수 있으며 입구에서 용원수로 내부로 갈수록 조석유입은 점진적으로 감소하여 흐름이 정체되는 양상을 보이고 있다. 이로 인한 지형적, 물리적 특성 때문에 외해와의 해수교환이 제한되어 적은 양의 오염물질이 유입되어도 유입부하가 지속될 경우 수로 바닥에 축적될 가능성이 매우 크며, 이는 수질에 대한 악영향을 끼칠 수 있다. 따라서 폐쇄성 수역인 용원수로를 장기간 모니터링하고 수질에 끼치는 영향을 파악하여 적절한 관리방안을 마련하는 것이 중요하다고 볼 수 있으며, 본 연구에서는 과거 축적된 수환경 자료와 실제로 용원수로 내에서 측정된 자료들을 기반으로 수질변화에 대한 시 공간적인 양상을 분석하였다. 또한 용원수로로 유입되는 토구를 전수조사하고, 강우시와 비강우시 토구 모니터링을 통해 육상에서 기인하는 오염원을 분석하였으며, 용원수로 내에 유입된 오염물질 거동 분석을 위해 추적자 실험을 실시하였다. 특히 용원수로 내 오염도가 높은 내측지점에서 추적자 투입하여 드론 영상을 통해 그 거동을 분석하고, 수로 내로 유입되는 오염원을 조사하여 폐쇄성 정체수역에서의 수질영향을 분석하였다. 이를 바탕으로 용원수로 내 수질영향에 대한 관리방안을 모색하고자 하였다.

• Journal of KIISE:Software and Applications
• /
• v.29 no.12
• /
• pp.940-946
• /
• 2002

This paper proposes an image retrieval method to use the modified color correlogram. For retrieving images with less effect of the size variation of the regions in an image, the modified color correlogram is extracted by normalizing auto-correlogram and cross-correlogram of the color correlogram from a color image, and the similarity of two images is calculated by putting the less weight to the auto-correlogram of the modified color correlogram. Because proposed method uses the information of the color correlogram more effectively, we can get better results than that of color correlogram method. In the experiments, the performance of the proposed method is better as compared with that of the color cerrelogram method.

• Journal of Korean Society of Steel Construction
• /
• v.27 no.3
• /
• pp.281-288
• /
• 2015

Seismic members like damper do not have any treatment of preventing story stiffness reduction after elastic yielding of stories causing story collapse. This paper suggests a method able to prevent story stiffness reduction using high-strength steel. This paper suggests these also : (1) High-strength steel stud column reinforcing story stiffness reduction until story drift 0.02rad can be designed in small area without adjusting layout. (2) Suggested seismic member installing at lowest level shows effects to preventing deformation concentration under huge seismic waves.

• Journal of Korean Society of Coastal and Ocean Engineers
• /
• v.28 no.6
• /
• pp.350-360
• /
• 2016

In order to investigate characteristics of waves and currents varying in space in the Haeundae coast in winter, numerical simulations by using a 2-D spectral wave model(SWAN) and 2-DH hydrodynamic model(Delft3D) were carried out in this study. The results of numerical simulations were validated with the field data collected at several different locations in the study area in February, 2014. From the numerical simulations, it was found that waves and currents were significantly influenced in terms of direction and magnitude by bottom topography characterized by straggling rock crops covered with sea grasses. The coupling of SWAN and Delft3D models also revealed that alongshore currents directing from the east to the west were developed in the nearshore, due to the influence of larger waves with the main incident direction from the east.

• The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
• /
• v.5 no.4
• /
• pp.267-275
• /
• 2000

In an effort to assess the reliability of satellite altimeter system, we conducted a comparative analysis of sea level data that were collected using the TOPEX/POSEIDON (T/P) altimeter and the 10 tide gauge (TG) stations in the satellite passing track. The analysis was made using data sets collected from marginal sea regions surrounding the Korean Peninsula at T/P cycles of 2 to 230, which correspond to October 1992 to December 1998. Because of strong tidal activity in the study area, treatment of tidal errors is a very critical step in data processing. Hence in the computation of dynamic heights from the Tn data, we adapted the procedures of Park and Gamberoni (1995) to reduce errors associated with it. When these T/P data were treated, the alias periods of M$_2$, S$_2$, and K$_1$ constitutions were found at 62.1, 58.7, and 173 days. The compatibility of the T/P and TG data sets were examined at various filtering periods. The results indicate that the low-frequency signal of Tn data can be interpreted more safely with longer filtering periods (such as up to the maximum selected values of 200 days). When RMS errors for 200-day low-pass filter period was compared among the whole 10 tidal stations, the values spanned in the range of 2.8 to 6.7 cm. The results of correlation analysis at this filtering period also showed a strong agreement between the Tn and TG data sets over the whole stations investigated (e.g., P values consistently less than 0.0001). According to our analysis, we conclude that the analysis of surface sea level using satellite altimeter data can be made safely and reasonably long filtering periods such as 200 days.

• Journal of the Korean earth science society
• /
• v.23 no.4
• /
• pp.349-356
• /
• 2002

In an effort to properly assess the validity of spaceborne radar altimeter measurements, we made a direct comparison of two different sea surface heights (SSH) acquired by both Topex/Poseidon (T/P) satellite and in-situ tide-gauges (T/G). This comparative analysis was conducted using the data sets collected from three locations along the eastern coast of Korea which include: Ulleungdo, Pohang, and Sokcho. In the course of the analysis of satellite altimeter, information of SSH was extracted from the T/P MGDR data sets through the application of both atmospheric and geophysical corrections. To compare the T/P data sets in parallel basis, the T/G data sets were averaged using the measured values within the peripheral radius of 55km. When compared among different locations, the compatibility between the two methods was much more significant in an offshore location (Ulleungdo) than the two onshore locations (Pohang, Sokcho). If the low-pass filtered results were compared among the sites, the offshore site exhibited the best correlations between the two methods (correlation coefficient of 0.91) than those of the onshore sites. These large differences in the strength of correlations among different locations are due to the deformation of M2, S2, and K1 tidal components used in the tidal model. In case of the offshore location, the compatibility of the two different methods were improved systematically by the low-pass filtering with an increase of the filtering duration such as up to 200 days.

• Journal of The Korean Society of Agricultural Engineers
• /
• v.55 no.2
• /
• pp.1-8
• /
• 2013

This study was performed for the purpose of analyzing the effect of tide on the stress-strain behavior in the boundary surface of sea dike embankment. Tide is a dynamic condition, but there are not suitable numerical models to solve the dynamic embankment condition caused by tide. So the analysis was simplified to quasi dynamic as follow. First, seepage by tide was analyzed according to elapsed time, and the results of the analysis at every hour during one periodic cycle time of 12 hours were applied to the pore water pressure conditions of stress-strain analysis with hyperbolic model by Duncan and Chang. The place at which maximum shear strain took place in the analysis result moved up and down repeatedly along the boundary of the dredged sand fill section and the crashed stone filter section. The value of maximum shear strain was large at high water level of tide. This result means that contraction and relaxation occur in turn repeatedly at every specific position along the boundary, and the repeated action compact loose position with sand moved down from the upper position by gravity. The experiment with the small sea dike model showed the result consistent with the numerical analysis. The surface of sea side on the dike collapsed at high water level after a couple of repetition of the rising and falling of water.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.14 no.6
• /
• pp.2559-2565
• /
• 2013

Material of boat hull has been used mainly with FRP composite materials until now. FRP boat hull manufacturing began to be restricted after the 2000's under international regulation on ocean environment safety. Shipyard on a small scale has manufactured polyethylene canoe and kayak hulls. Polyethylene has the melting point lower than the existing hull materials. Thermal stress occurs on outer hull surface when the polyethylene boat hull is exposed to sunlight. If it happens everyday, boat hull undergoes fatigue damage due to thermal fatigue. Therefore, this study presents the statistical fatigue life estimation on the HDPE boat hull subject to repeated thermal stress under three point bending condition.

• Journal of the Korea Concrete Institute
• /
• v.13 no.5
• /
• pp.457-465
• /
• 2001

Shrinkage strains of concrete slab in multi-story building are restrained by structural members such as columns or walls, then can induce cracks due to excessive shrinkage stress over tensile strength of member. In this study, a shrinkage stress analysis method of concrete slab in multi-story building considering not only material properties such as shrinkage, creep and reinforcement effect but also construction sequence is proposed. Tensile stresses of slab due to shrinkage are calculated by converting shrinkage strains into equivalent temperature gradients, creep that can release shrinkage stress can be considered by replacing the modulus of elasticity of concrete, Ec , to the effective secant modulus of elasticity of concrete, E$\_$eff/ Reinforcements are also considered by modeling them as equivalent beam elements in FEM program. Results of step by step analysis reflecting construction sequence summed up to calculate stresses of the whole building considering that shrinkage stresses of the building come from the difference of shrinkage between i-th floor and (i-1)-th floor, named as effecitive shrinkage, and it can be varied by construction sequence. The results of 10-story example building show that shrinkage stresses of lower floors are greater than those of upper floors, that is, stresses of lower floors(1∼2FI.) exceed modulus of rupture of concrete, but stress ratios of higher floors are in the range of 27.9∼92.8%.