• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.284-284
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• 2016

최근 기후변화의 영향으로 재해의 빈도와 피해의 규모는 점점 커지고, 예측의 불확실성 또한 증가하고 있다. 이에 따라 기후변화와 관련된 자연재해에 대처하기 위한 다양한 연구들이 수행되어 왔지만, 대부분의 기후변화 관련 연구는 미래 강우량과 해수면 상승을 분리하여 각각의 인자들에 따른 재난영향을 평가하였다. 그러나 연안지역에서는 강우 증가로 인해 발생하는 재해와 해수면 상승으로 인한 재해 등 두 개 이상의 재해가 복합적으로 작용할 수 있으므로 이를 동시에 고려한 연구가 필요하다. 따라서 본 연구에서는 해수면의 영향을 직접적으로 받는 태화강 유역을 대상유역으로 선정 하였고, 기후변화에 따른 강우의 증가와 해수면 상승이 연안지역에 미치는 영향을 평가하였다. 이를 위해 유역의 토지피복도, 수치고도자료, 토양도, 해당 유역의 단면 등을 이용하여 수리 수문모형을 구성하였다. 기후변화에 따른 강우 증가량을 고려하여 시나리오별 유출량을 산정하였고, 산정된 유출량 및 기점수위를 경계조건으로 입력하여 기후변화 시나리오에 따른 해수면 상승을 고려한 홍수위를 산정하였다. 이를 통하여 산정된 홍수위와 하천설계기준 해설에서 제시하고 있는 제방 여유고를 비교 검토하였다. 결과적으로, 목표기간별로 현재상태보다 최대 25.5%까지 첨두유출량이 증가하였고, 해수면 상승으로 인한 홍수위 변화는 하구부근에서 기점을 기준으로 약 7.1km까지 영향을 미치는 것으로 확인되었다. 또한 여유고의 부족 구간을 검토한 결과, 전체 구간 40.17km 중 약 31.7km인 79.5%가 여유고를 만족하지 못하였고, 해수면 상승을 고려하지 않았을 경우에는 여유고를 만족하지 못하는 구간이 최대 3.8% 감소하였다. 연안지역의 기후변화로 인한 미래 강우량 증가와 해수면 상승을 동시에 고려한다면, 심각한 홍수 피해가 생길 것으로 예상된다. 따라서 이를 고려한 치수대책이 시급할 것으로 판단된다.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.32 no.9
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• pp.65-71
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• 2004

Redundant control surfaces arc adopted to modern aircraft designs because of high performance and fault tolerant control, so efficient redundancy management is necessary to take advantage of redundant control surfaces. This paper focuses on the control allocation scheme as one of redundancy management methods. A modified pseudo inverse redistribution method is proposed. The existing method sets all saturated controls as their limit values when a pseudo inverse is calculated. But the modified scheme sets only one saturated control as its limit value and redistributes remaining controls. It is shown that the proposed scheme is superior to the existing method by several numerical examples.

• International Journal of Highway Engineering
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• v.12 no.2
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• pp.25-31
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• 2010

Road design guideline provides the directions on how to design a road alignment based on design speed, and this guideline has a design expectation in that design speed is supposed to be equal to the operating speed of drivers. Horizontal curve design is also based on design speed, and minimum radius is derived based on the drivers comfort while negotiating the curve. However, side friction reflecting drivers comfort is lower than a physical friction measured on wet road surface, therefore, it is reasonable to regard the criterion on minimum radius has a safety margin. Futhermore, the practical preference of choosing the larger radius than minimum leads to a noticeable gap between design speed and operating speed, so links to the violation of design expectation implicated in the guideline. In order to review this assumption, friction and operating speed at rural roads was measured and observed. As the results, a safety margin brought out by the gap between comfort-based friction and measured friction is qualitatively derived. Also, the gap between design speed and operating speed presumably caused by the safety margin and practical preference is analysed. By this, it is suggested that current design guideline should provides not only the minimum radius but also the management of road alignment design to minimize the gap between the design speed and operating speed.

• Journal of the Korea Society of Computer and Information
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• v.19 no.3
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• pp.155-161
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• 2014

The objective of this study is to weight analysis portable backpack system of infantry weapon systems for ergonomic design in manual materials handling tasks. For the product design, we analyzed the ergonomic guidelines and status of similar weapon systems by comparing the efficient operation performance provide for the basic data. Result of this study, the relationship between portability and mobility presented for schematic. In the short distance of the short biomechanical criterion, 1-2 hours in the middle of moving psychophysical criterion, 4 hour or more long-distance criterion applied for the physiological criterion for easy of trade-offs that need to be considered. This study suggests for 4 research items for infantry backpack system in manual materials handling tasks. Throughout the result of anthropometric populations, the 5%tile body weight for -0.91kg but 95%tile in 34.17kg considered to be margin for free, easy and efficient operation for the weight margin between portability and mobility in manual materials handling tasks.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2010.11a
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• pp.628-635
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• 2010

Properties of bleed air that is air source of ECS(Environmental Control System) can be rapidly changed with airplane engine operating conditions during flight. Therefore, ECS can be operated at a high performance or not during flight. So, high performance ACM has to be developed in order to flight safely. A adaptability of phase changing heat exchanger was esteemed at ACM type ECS in this study. As a result of this study, it is found that ECS outlet temperature can be controlled in a certain range with the phase changing phenomenon.

• Proceedings of the KSR Conference
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• 2008.11b
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• pp.482-486
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• 2008

It has been built or remodeled in every year train maintenance centers including subways. However, there is no standard to measure exact capacity. In today, most of criteria is referenced on Japanese. In general, we can standardize the process for 'Train Overhaul Maintenance' because its processes are similar or same patterns. The processes can be the base standard of train maintenance after being classified in detail and validating it. This study is adapt BPR methodology to present standardizes processes and the processes are mapping to layout drawing to constraint from the real world, and then evaluate the capacity using simulation. To guarantee objectivity of input data, we use research data by the National Railroad Administration and Association of Japanese Railway Engineering. Using these data to simulation, we compare to the 'Allowances' and evaluate its adequacy.

• Journal of Korean Society of Steel Construction
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• v.21 no.5
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• pp.493-503
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• 2009

Bridge redundancy is defined as the capability of a bridge to sustain loads after one of its main members incurs damage. It is affected by many parameters, including the number of girders, span length, girder height, internal supports, and secondary members. The present AASHTO and Korean Bridge design codes, however, define bridge redundancy only as the number of girders, and neither the evaluation method nor the required level of redundancy is given. This study presented a redundancy evaluation method for plate girder bridges with severe fatigue damage based on the reliability method,by considering the essential parameters. A required level of redundancy was also proposed as a target system reliability index from the load capacity analysis and reliability analysis of the basis bridge designed by LRFD. Finally, the level of redundancy of simple and continuous plate girder bridges with a variable number of girders designed by ASD was evaluated and presented.

• Journal of Korean Tunnelling and Underground Space Association
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• v.14 no.2
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• pp.141-157
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• 2012

For the application TBM tunneling method, Both tunnel design standard and case study designed & constructed in domestic and foreign have been conducted. According to the study, the number of lane and inner shape (single or duplex) vary depending on the volume of traffic. Also extra space located in the top and bottom of tunnel is used for a multipurpose such as ventilation, disaster prevention, maintenance and administration. To find area ratio according to the components of road TBM tunnel, a standard section was considered as a two-lane road. Then, the analysis of area ratio of this section which consists of components for clearance, extra space in upper and lower tunnel was carried on two widths of shoulder. In addition, after a structural analysis, a thickness requirement of lower slab which is essential for road tunnel was derived on a few supporting types. Through correlation analysis, the ranges of available cross-sectional area between slab thickness and lower extra space of the tunnel was presented.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 1998.11a
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• pp.309-314
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• 1998

외국의 경우, 지진활동이 활발하지 않은 지역에서 강진이 발생하고, 최근 국내의 빈번해진 지진 발생 등의 이유로 내진설계 기준의 정립 및 강화가 활발히 이루어지고 있다. 그러나 교량의 내진설계는 다음과 같은 몇 가지 한계점을 가지고 있다. l) 첫째 내진구조는 짧은 고유주기로 인하여 유발되는 지진력 자체가 매우 크다. 둘째, 설계지진을 능가하는 지진 발생시 구조물이 붕괴될 가능성이 크다. 즉 내진여유도가 작다. 셋째, 내진설계는 설계지진력 이상의 지진의 발생을 완전히 배제하지 않는데, 그러한 지진발생시 지지력이 모두 고정단이 위치한 교각에 집중되어 그 교각의 받침이 파괴되어 설계개념을 상실할 가능성이 높다. (중략)

• Journal of Power System Engineering
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• v.5 no.2
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• pp.79-86
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• 2001

A method is presented for generating the path which significantly reduces residual vibration of the redundant, flexible robot manipulator in the presence of obstacles. The desired path is optimally designed so that the system completes the required move with minimum residual vibration, avoiding obstacles. The dynamic model and optimal path are effectively formulated and computed by using special moving coordinate, called VLCS, to represent the link flexibility. The path to be designed is developed by a combined Fourier series and polynomial function to satisfy both the convergence and boundary condition matching problems. The concept of correlation coefficients is used to select the minimum number of design variables. A planar three-link manipualtor is used to evaluate this method. Results show that residual vibration can be drastically reduced by selecting an appropriate path, in the presence of obstacles.