• Proceedings of the IEEK Conference
• /
• 1999.06a
• /
• pp.1067-1070
• /
• 1999

본 논문에서는 수평식 입체영상카메라의 주시각 자동제어를 위한 고속, 고정밀 시차추출 알고리즘을 제안한다. 제안된 알고리듬은 수평식 입체영상 카메라의 초점과 주시각의 선형적 관계에 따라 사람의 눈에서와 같은 자연스럽고도 선명한 입체영상을 획득할 수 있도록 주시각 및 초점제어를 동시에 자동 제어하며, 입체영상에 포함되어 있는 평면 및 상하 불일치 영역을 최소화하기 위한 전처리 과정과 고속, 고정밀 시차추출을 위한 프로젝션 및 켑스트럼(Cepstrum) 필터링 과정이 포함되어 있다. 제안된 알고리듬은 수평식 입체카메라의 실시간 제어를 가능하게 하며 카메라 조작자의 초점 및 주시각 제어에 대한 부담을 줄여 준다.

• Journal of the Korean GEO-environmental Society
• /
• v.5 no.3
• /
• pp.17-30
• /
• 2004

In this study, a new formula of settlement at the head of IGM was suggested and the applicability of suggested formula was verified with field test results. This suggested formula was the function of the settlement at the shaft head and the elastic compression of shaft. The applicability of suggested formula was verified with the result of in-situ load test. Also, the bearing capacity of drilled shaft with the IGM's theory was compared with those of classical theories. The results showed that classical method showed smaller values of bearing capacity than those of field load test data. The results of analysis also showed that the suggested formula and IGM's theory were applicable for the estimation of bearing capacity with the increase of shaft settlement. Especially, settlement correction factor($k_m$), which reflects ground condition and load transfer characteristics, increases as the applying load and shaft deformation increase. This suggested formula was applicable for medium density or higher density of soil condition and $k_m=1$ means yielding load for firm soil condition.

• Journal of the Korea Concrete Institute
• /
• v.14 no.2
• /
• pp.171-179
• /
• 2002

This paper is a part of research series for the verification of the proposed Moon/Lim design equation. An analytical study was performed to examine the relation between the flexural behavior and the unbonded tendon stress of PSC members. The strain compatibility assumption was used in this study since previous studies showed that the stress variations of tendon had a close relation with the member displacements. The proposed equation has been developed with the same assumption of strain compatibility. Therefore the analytical procedure with the strain compatibility assumption was developed to compute the member displacements of previous tests. Then the analytical results were compared with tests results. The comparison showed that the strain compatibility assumption can be properly applicable to the design equation. Based on the analytical results, the relation between the tendon stress and the member flexural behavior at ultimate was examined. A parametric study also carried out with regard to the member displacements. As results, the parameters used for the proposed equation were proven to be proper for the computation of tendon stress.

• Journal of the Korean Geotechnical Society
• /
• v.22 no.2
• /
• pp.29-39
• /
• 2006

In the companion paper (Paik 2006), a new formulation for calculating the nonlinearly distributed active earth pressure acting on a caisson backfilled with crushed rock and sand is proposed, and it takes into account arching effects as well as difference in internal friction angles and unit weights between sand and crushed rock. In this study, in order to partially check the accuracy of the proposed equation, the results of the proposed equation are compared with the equation proposed by Paik (2003a) for caissons with rough surface and homogeneous backfill, and are compared with results of Rankine's theory for caissons with smooth surface and homogeneous backfill. In addition, a parametric study is performed to investigate the effect of $phi_{r}$, $phi_{s}$, $\delta_{r}$, $\gamma_{r}$, $\gamma_{s}$ and $\beta$ on the magnitude of active earth pressure acting on the caisson, and construction methods for minimizing active earth pressure on the caisson are also provided based on the results of a parametric study.

• Journal of the Korean Geotechnical Society
• /
• v.18 no.3
• /
• pp.5-12
• /
• 2002

Hydraulic conductivity k is one of the most important engineering properties of soil. However, both field and laboratory procedures fur the determination of k are often tedious and expensive. This paper presents new models to predict k using statistical parameters from grain size distribution. A number of permeability tests far 36 types of sands mixed based on statistics were conducted to develop the regression-based models. Parameters used to estimate k are both the geometric mean and geometric standard deviation of the soil samples, or the particle-size distribution curve parameters such as D_{10},D_{50},D_{60}. Hydraulic conductivity predicted by this model is in good agreement with the laboratory measurements fir the soil samples obtained at 20 locations within the Korean Peninsula. The performances of the proposed models were also compared with those of existing models including Hazen's.

• Journal of the Society of Naval Architects of Korea
• /
• v.31 no.4
• /
• pp.119-129
• /
• 1994

The aim of the present study is to derive an empirical formula relating the absorbed energy and the cutting length for longitudinally stiffened steel palates which are cut by a wedge, idealizing the ship bottom stiffened platings in groundings. This study is based on the test results and the investigations of some parameters affecting the cutting response, described in Part I. By dimensionless ana1ysis of the test results obtained in a quasi-static loading condition, the energy absorbed while a longitudinally stiffened plate is cut by a wedge is expressed as functions of the cutting length, the yield stress, the equivalent plate thickness and the wedge angle. Also, the dynamic effects are incorporated into the static formula such that the proposed formula can be applied to the impact loading situations. The validity of the proposed formula is checked by comparing with the results obtained by the other existing formulas or by the drop-hammer tests.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2006.05a
• /
• pp.1950-1953
• /
• 2006

본 연구에서는 파랑의 방향에 따른 비대칭성을 고려한 방향 스펙트럼 식을 새로 제안하였다. 심해에서 생성된 다방향 불규칙 파랑이 등수심선에 대해 일정한 각도를 가지고 입사하는 경우, 각 방향의 파랑 성분의 굴절각의 차이에 의해 입사각에 대한 비대칭성이 발생하였다. 파랑의 굴절에 대해서는 Snell의 법칙을 이용하고 천수를 고려하여 해석적으로 계산하였으며, 이 결과와 새로 제안된 방향스펙트럼 식을 이용한 결과를 서로 비교하였다. 그 결과 비대칭성이 강한 천해역에서는 기존의 스펙트럼식에 비해 3배 이상 정확한 값을 재현하였다.

• The Journal of the Acoustical Society of Korea
• /
• v.12 no.1
• /
• pp.20-26
• /
• 1993

본 논문은 Reed-Solomon부호의 복호가능어 가중치 분포에 대한 명시적 식과 근사식을 구하여 이를 복호기 오류확률 PE(u)에 적용하고, 복호기 오류확률의 상한식을 구하고 분석하였다. t+1개 이상의 오류가 발생했을 때 복호기 오류확률의 추정치 Q와 Q'를 개선하여 식 Q를 제안하고, 컴퓨터 시뮬레이션을 수행한 결과 가중치 u가 커질 때 복호기 오류확률은 추정치 Q와 Q'에는 접근하였으나, 본 논문에서 제안한 Q와는 일치됨을 확인하였다. 그리고, 가중치 u가 부호의 길이 n에 접근할 때, 복호가능어의 명시적 식 Du와 근사식 Du'가 서로 일치하고, 복호기 오류확률 Pe(u)와 근사오류확률 Pe(u')가 일치함을 보였다. 또하 t+1개 이상의 오류가 발생했을 때 복호기 오류확률은 1/t!보다 작으며, 가중치분포 Au에 Vn(t)를 곱한 결과는 근사복호가능어 Du'와 일치함도 확인하였다.

• Proceedings of the Korea Information Processing Society Conference
• /
• 2008.11a
• /
• pp.488-491
• /
• 2008

관점지향 프로그래밍은 횡단관심사를 애스펙트로 모듈화 하여 시스템의 개발 용이성, 재사용성 그리고 확장성을 향상시킨다. 이에 관점지향 프로그래밍 적용을 위한 다양한 연구가 진행되고 있으나 애스펙트를 효율적으로 개발하는 기법 관련 연구가 보다 필요한 상황이다. 본 논문에서는 애스펙트의 교차점을 구성하는 핵심요소인 결합식 추출을 위한 기법을 제안한다. 제안한 기법은 결합정보 매트릭스 작성, 결합식 작성, 그리고 결합식 정제 및 확인으로 구성한 워크플로우를 수행하여 결합정보 매트릭스와 패키지 트리를 작성하고, 결합점명 패턴의 공통성을 분석하여 애스펙트 교차점의 결합식을 추출한다. 추출한 결합식은 결합점의 패키지명, 클래스명, 그리고 메소드명 패턴의 공통성을 반영하며, 기법의 산출물은 애스펙트 결합에 대한 정확한 정보를 제공한다.

• Tunnel and Underground Space
• /
• v.22 no.1
• /
• pp.12-21
• /
• 2012

Although the Mohr-Coulomb and Hoek-Brown failure criteria have been adopted widely in rock mechanics, they neglect the ${\sigma}_2$ effect. The result of true triaxial tests on rock samples, however, reveals that the ${\sigma}_2$ effect on strength of rocks is considerable, so that rock failure criteria taking into account the influence of ${\sigma}_2$ are necessary for the precise stability evaluation of rock structures. In this study, a new nonlinear 3-D failure criterion has been suggested by combining the Hoek-Brown criterion with the smooth octahedral shape function taken from Jiang & Pietruszczak (1988). The performance of the new criterion was assessed by comparing the strength predictions from both the suggested criterion and the corresponding linear 3-D criterion. The resulting fit of the new criterion to the true triaxial test data for six rock types taken from the literature shows that the criterion fits the experimental data very well. Furthermore, for the data sets having data taken in the low ${\sigma}_3$ range, the nonlinear failure criterion works better than the linear criterion.