• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1992년도 한국자동제어학술회의논문집(국내학술편); KOEX, Seoul; 19-21 Oct. 1992
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• pp.309-314
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• 1992

Many dynamic mechanical systems, such as parts-feeders, walking machines, and percussive power tools, are described by equations of motion which are discontinuous. The discontinuities result from kinematic constraint changes which are difficult to foresee, especially in presence of impact. A simulation algorithm for these types of systems must be able to algorithmically predict and detect the kinematic constraint changes without any prior knowledge of the system's motion. This paper presents a rule-based approach to the prediction and detection of kinematic constraint changes between bodies with arc and line boundaries. The developed algorithm's ability to accurately and automatically detect the unpredicted changes of kinematic constraints is demonstrated with a numerical example.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.761-774
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• 2009

To address the importance of geotechnical investigation, failure cases are taken up for consideration. One of them awaken this country to the importance of exact geotechnical investigation at the cost of many lives. Other failures were also occurred as the result of insufficient geotechnical investigation or missing some facts given by geotechnical investigation. A case which shows the unpredicted and unaccustomed settlement at bridge abutment introduced to emphasize the importance of exploring unknown nature of local soils.

• 한국해양공학회지
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• 제30권1호
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• pp.32-43
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• 2016

A UUV needs to have a robust path following performance because of unpredicted current disturbances. Because the desired path of a UUV is usually designed by considering the locations of obstacles or geographical features of the operation region, the UUV should stay on the desired path to avoid damage or loss of the vehicle. However, conventional path following methods cannot deal with strong countercurrent disturbances. Thus, the UUV may deviate from the desired path. In order to avoid such deviation, a backward path following method is suggested. This paper proposes a path following method that combines pure pursuit guidance and nonlinear guidance for the UUV under an unpredicted strong ocean current. For a stable path following system, this paper suggests that the UUV adjust its heading to the current direction using the pure pursuit guidance method when the system is in an unstable region, or the UUV follows the desired path with nonlinear guidance. By combining the pure pursuit guidance and nonlinear guidance, it was possible to overcome the drawbacks of each path following method in the reverse path following case. The efficiency of the proposed method is shown through simulation results compared to those of the pure pursuit method and nonlinear guidance method.

• 한국건설관리학회논문집
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• 제10권1호
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• pp.78-90
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• 2009

오늘날 고속도로 운영은 IT를 기반으로 하는 복잡한 Digital Infrastructure이다. 이러한 IT의 활용은 점점 많아지고 있는데, 예측 불가능한 운영위험이 발생할 경우 IT의 편리함만큼이나 피해가 예상외로 커질 수 있다. 고속도로 운영 위험은 도로의 운영이 중단되어 도로이용자들이 서비스를 제공받지 못하는 것이다. 운영위험은 예상하지 못한 과다한 운영관리비 및 유지관리비의 발생으로 계획된 운영비를 초과하는 것이며, 운영수입의 손실을 가져온다. 그 결과 이용자 안전의 위험과 운영자의 부실을 초래하게 되는데, 기존의 연구는 이를 추정할 수 있는 방법에 대한 연구가 미흡한 실정이다. 따라서 본 연구에서는 디지털화된 고속도로에서 대규모 정전사태가 발생할 경우 추가로 발생되는 운영비 항목을 구체적으로 제시하고 각 항목에 대한 예상 가능한 위험비용을 시뮬레이션 추정을 하고자 하였다. 이를 근거로 하여 운영위험을 방지하기 위한 비용예산과 운영계획 측면에서 방안을 제시하고자 하며, 향후 운영의 건전성을 확보할 수 있는 기초자료로 활용을 도모코자 한다.

• 한국건설관리학회논문집
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• 제10권1호
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• pp.126-135
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• 2009

현행 공공공사에서는 예산에 맞추어 공사를 진행하는 방식을 취하고 있기 때문에 발주자(발주기관)의 요구사항을 충분히 만족시키지 못하고 있다. 따라서 발주자의 요구사항에 맞춘 발주방식 선정에 관한 연구가 필요하다. 이에 본 연구에서는 우선, 발주방식의 정의 및 특성과 미국, 영국, 일본 등 국내 외의 발주시스템을 고찰하였다. 이를 통해 발주방식을 선정하기 위해서는 최고 가치를 지향해야 된다는 결론을 도달하였다. 최고 가치를 지향하는 발주방식을 선정하기 위해서는 가장 우선적으로 발주자의 주요요구사항인 비용, 품질, 일정에 대한 고려를 해야 한다. 이에 본 연구에서는 발주자의 주요요구사항인 비용, 품질, 일정의 상관관계를 분석하였으며, 이를 통하여 여러 가지 발주방식 중 성능발주, 대안발주, Turn Key, 사양발 주의 주요선정요인을 비용, 품질, 일정으로 분류하였으며, 이에 대한 발주방식 선정 방법을 제시하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2012년도 추계 학술논문 발표대회
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• pp.63-64
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• 2012

Recently, Fire-proof performance of buildings becomes important to ensure safety. As a result, fire-proof paint is required for 3 hours. However, Experiments are only performed by standard KS F 2271 for estimation of fire-proof paint. Because there is no domestic estimation standard for performance of fire-proof paint as well. So estimation standard of fire-proof paint is needed to guarantee their performance for establishing quality system and to assure same performance for safety of people in the building from unpredicted fire accident. Owing to these reasons, we studied comparative estimation for quality performance of two kinds of fire-proof paint and bond performance.

• 한국정밀공학회지
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• 제7권3호
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• pp.83-93
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• 1990

The characteristics of servo systems are desired to be independent for any unpredicted operational condition. The relation between input current and output flowrate of the servovalve is dependent on the load pressure and the idea of compensation using the load pressure feedback is fundamental theory in this paper. With this idea, this paper researches the performance improvement of hydraulic position control system. Static characteristics of compensated system is analyzed by means of analog computer simulation, digital computer simulation and experiment for nonlinear model and linearized model, respectively.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.658-663
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• 2010

Recently the most of deep foundation were socketed into weathered rock or soft rock to carry large foundation loads. The end bearing behavior of piles socketed in rock is generally dependent on the rock mass conditions with discontinuities and rock strength. Therefore, it is very important that the estimating rock classification with relation of TCR, RQD and unpredicted rock condition. In this study, the construction failure example of drilled shaft due to mistaking to estimate the rock classification on penetration were analyzed in site, so we hope to discuss problems of determining the rock socketed length of drilled shaft on construction.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.997-1002
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• 2001

Tensile strength of CFRP (Carbon Fiber Reinforced Polymer) is approximately 10 times higher than that steel reinforcement, but the design strength of CFRP is normally reduced by the bond failure between RC and CFRP. Many researches have been carried out, concerned with bond behavior between RC and CFRP to prevent the unpredicted bond failure of RC beam strengthened by CFRP, but the national design code for design bond strength of CFRP hasn't been constructed. In this study, 3 beams specimen strengthened by CFRP under the variable of bonded length were tested to derive the design bond strength of CFRP to the RC flexural members. Also 2 beams specimen strengthened by CFRP were tested to inspect the construction environment effects such as mixing error of epoxy resin and the amount of primer epoxy resin. From the test results, It is concluded that the maximum design bond strength of CFRP to RC flexural member is considered to be $\tau_{a}$=8kgf/$cm^{2}$.

• Earthquakes and Structures
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• 제10권4호
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• pp.965-988
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• 2016

This paper investigates the seismic behavior of reinforced concrete shear wall buildings with multiple underground stories. A base-case where the buildings are modeled with a fixed condition at ground level is adopted, and then the number of basements is incrementally increased to evaluate changes in performance. Two subsurface site conditions, corresponding to very dense sands and medium dense sands, are used for the analysis. In addition, three ground shaking levels are used in the study. Results of the study indicated that while the common design practice of cropping the structure at the ground surface leads to conservative estimation of the base shear for taller and less rigid structures; it results in unpredicted and nonconservative trends for shorter and stiffer structures.