• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2007년도 춘계학술대회 논문집
• /
• pp.1149-1155
• /
• 2007

The transition area between a bridge and an earthwork is one of the weakest area of track because of the track geometry deterioration caused unequal settlement of backfill of abutment. In case of a ballastless track, the approach slab is installed to prevent the phenomenon. But, if there is occurred the inclined displacement on the approach slab by a settlement of the foundation or formation, the track is also under the inclined displacement. And this defect causes reducing the running stability of a vehicle, the riding comfort of passengers, and the deteriorations of track by excessive impact subjected to the track. In this study, parametric studies were performed to know what is the allowable displacement limit on the approach slab to avoid such a bad effect. The length and amount of unequal settlement of the approach slab was adopted as parameter for numerical analysis. And car body accelerations, variations of wheel force and rail stress and uplift force induced on a fastener clip are investigated. From the result, resonable settlement limits of an approach slab according to slab length was suggested.

• 한국의류학회지
• /
• 제48권2호
• /
• pp.233-253
• /
• 2024

This study analyzed differences between three-dimensional (3D) body scanning and manual measurements, aiming to assess whether 3D scanning can replace traditional anthropometric tools, such as tape measures and calipers. Data from 4,478 participants in the 8th Size Korea Project were analyzed, covering 43 measurement items. Since Given that the 3D and manual measurements were performed on the same subjects in the 8th Size Korea Project, it was possible to determine the correlation more accurately between the two measurement methods more accurately. Using Applying ISO 20685-1(2018) standards, 15 out of the 43 items fell within allowable error limits. When classified into six types, "small circumferences" and "segment lengths" showed averages of 3.35 mm and 3.10 mm, respectively, within acceptable range. "Body heights" and "body depths" slightly exceeded the limit, with averages of 5.28 mm and 6.58 mm. "Body widths" and "large circumferences" surpassed the limit, with means of 16.77 mm and 16.18 mm. The study offers an objective basis to for validate validating 3D measurements' measurements' reliability and accuracy, addressing various industries' needs for information on the human body's dimensions information.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2005년도 춘계 학술발표회 논문집
• /
• pp.1572-1579
• /
• 2005

New procedure for evaluation of creep reduction factor using performance limit strain concept was introduced and confirmed through the creep test results. To determine the performance limit strain of the textile geogrid used in this study, the Sherby-Dorm Plots were applied and the results were compared with the results that applied existed limit strain criteria (GRI test method GG-4). The limit creep strain of the geogrid samples that determined by using the Sherby-Dorm Plots were all 11%. This value is more higher than the existed criteria as 10%. From this 11% limit strain the creep reduction factors were calculated at 100,000 hours design. It was resulted in 1.45 for all of the geogrid samples(8t/m, 10t/m). Finally, when it was compared with the creep reduction factors that using 10% criteria, there were some decrease of reduction factor values about $0.06{\sim}0.14$.

• International Journal of Railway
• /
• 제8권1호
• /
• pp.5-9
• /
• 2015

Reliability based limit state design method is replacing traditional deterministic designs such as allowable stress design and/or ultimate strength design methods in world trends. European design code(Eurocode) has adopted limit state design, and Korea road bridge design standard has also recently been transferred to limit state design method. In this trend, Korea railroad design standard is also preparing for adopting the same design concept. While safety factors are determined empirically in traditional design, load combinations as well as load factors are determined by solving limit state equations. General partial safety factors are evaluated by using AFORM(Advanced First Order Reliability Method) in the reliability based limit state design method. In this study sensitivity analysis is carried out for a dead load factor and a live load factor. Relative precisions of the dead load and the live load factors are discussed prior to the AFORM analysis. Furthermore the sectional forces of design and the material quantities required by two different design methods are compared for a PSC box girder railway bridge.

• 한국항공우주학회지
• /
• 제46권1호
• /
• pp.78-85
• /
• 2018

항공기의 레이더 반사 면적을 예측하기 위한 수치해석 방법으로 전파기법(Full-wave method) 또는 점근기법(Asymptotic method)이 주로 이용된다. 전파기법은 점근기법에 비하여 상대적으로 정확한 해석결과를 기대할 수 있으나, 점근기법은 수치적으로 효율성이 높아 레이더 반사 면적 해석 시에는 점근 기법이 보다 널리 활용되고 있다. 그러나 점근기법을 이용하여 레이더 반사 면적을 예측할 때 발생하는 오차는 쉽게 예상하기 어렵다. 본 논문에서는 쐐기-원통형 해석 모델을 구성하고, 가장자리 형상을 변화시키면서 모멘트법과 물리광학기법의 레이더 반사 면적 예측 결과를 비교하여 물리광학기법의 적용 한계를 분석한다. 마지막으로 레이더 반사 면적 예측 시 물리광학기법의 적용 한계에 대한 기준을 제시하고자 한다.

• 한국전산구조공학회논문집
• /
• 제21권3호
• /
• pp.295-304
• /
• 2008

본 연구는 두 가지 주요 목적을 갖고 있다. 첫째는, 실험적 베리오그램을 작성하는데 필수적인 분리거리 허용한계를 얼마로 하느냐에 따라 변화되는 베리오그램 모델링에 기초를 둔 정규크리깅 보간법을 유한요소법에 적용이 가능한 가를 시험하는 것이다. 둘째는, 다항식모델, 가우스모델 및 구형모델의 선택에 따른 정확성을 조사하는 것이다. 이 목적을 위해 가우스 적분점에서 취득된 응력값 데이터로터 새로운 응력장을 예측하기 위해 가중-최소제곱법이 적용되었다. 여기서 가중치는 동일한 값을 사용하는 기존의 방식과 달리 응력값들의 보간을 위해 사용되는 실험적 및 이론적 베리오그램에 의해 결정된다. 제안된 접근방식의 타당성을 보이기 위해 2개의 수치예제를 테스트하였다. 이 논문에서 사용된 수치예제의 경우 25% 분리거리 허용한계를 사용한 가우스모델이 참고문헌의 이론 해들과 가장 잘 일치하는 것을 알 수 있었다.

• 한국안전학회지
• /
• 제19권1호
• /
• pp.6-11
• /
• 2004

CNG buses were introduced in 2002 to reduce air pollution to the big cities. The durability and safety evaluation were performed for the NGV-2 type cylinders taken from two buses after 30 months of running. No external damage and no internal corrosion was observed on the container surfaces. Defect exceeding the allowable limit was not found in the UT test. Permanent volume expansion was about 1.2% which is much smaller than the required design limit. Cycling test showed no failure after 11,250cycles and burst pressures were still above the maximum design pressure. Both the longitudinal and circumferential failure mode were observed, where both the fracture strengths were far above the design limit. This study showed the present CNG fuel cylinders were safe enough for further usage.

• 전기학회논문지
• /
• 제56권8호
• /
• pp.1343-1350
• /
• 2007

This paper describes the tests on the reactive power output limit and the Over-Excitation Limiter (OEL) dynamics of a generation unit. The suggested test methods on reactive limit can identify the allowable maximum/minimum reactive power at 100% rated MW in the steady-state unit operation condition. The on-line OEL test method can identify the time characteristics of OEL with the generation output at 50% of the rated MW. These methods are validated by applying to four Yang-Yang pumped storage units with 282 rated MVA each.

• 한국정밀공학회지
• /
• 제17권11호
• /
• pp.101-107
• /
• 2000

A design of the global optimal sliding mode control is presented to control the second order uncertain time varying system with torque limit. With specified ranges of parametric uncertainties and torque limit, the minimum arrival time to reference inputs can be calculated. The proposed control scheme is applied to the motor system carrying loads. The merit of the proposed control scheme is that the arriving time at the reference input, which is the revolution angle, and the maximum allowable acceleration are expressed in a closed form solution. The superior performance of the proposed control scheme is validated by the computer simulation and experiments comparing with other sliding mode controllers.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2006년도 춘계학술대회논문집
• /
• pp.1290-1295
• /
• 2006

The 120 meters high pressure feedwater heater drain piping in nuclear power plant had been suffered by excessive vibration from the beginning of power generation. As time goes by, the piping vibration was beyond the allowable limit and an appropriate countermeasure was required to prevent the fatigue failure of the pipeline from the abnormal vibration. In this study, the vibrational characteristics of high pressure feedwater heater drain piping and the countermeasure for abnormal vibration were investigated. Among the several vibration reduction methods, the piping layout changed by making the smooth pipeline was applied to the high Pressure feedwater heater drain piping in nuclear Power plant. Applying the countermeasure, the vibration level was found to reduce over 54 percents and was satisfied under the allowable velocity at the full-power operation condition.