• 한국지진공학회논문집
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• 제3권2호
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• pp.55-66
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• 1999

본 연구는 철도, 도시고속화도로 및 고속도로 교량의 교각으로 많이 이용디고 있는 철근콘크리트 기둥으 내진성능 평가에 관한 quasi-static 실험으로서 사용된 실험 변수는 축하중 내진설계유무에 따른 띠철근량 변위제어 하중형태 등을 채택하였다 RC 기둥시험체는 수원에 위치한 하갈교의 교각을 1/3.4의 축소모델로 하여 내진설계된 단면과 내진설계되지 않은 시험체를 각각 4개씩 총 8개를 제작하였으며 소성힌지구간에서 띠철근의 간격은 2.2cm 및 4.4cm 이다 실험변수에 따른 내진 및 비내진 시험체의 내진성능검토를 위하여 충진콘크리트 교각의 하중변위 이력특성 연성능력, 강도감소, 에너지 흡수능력, 등가점성계수 등을 실험적으로 분석조사하였다. '96년 개정된 도로교시방서의 RC기둥에 관한 내진설계기준은 AASHTO(1992)와 유사한 것으로서 중.약지진 지역으로 구분되는 국내의 실정에는 다소 과다설계로 판단된다. 실험결과 비내진설계된 콘크리트 교각도 어느 정도의 연성능력을 발휘한 것으로 조사되었으나 추가의 충분한 실험연구가 요구된다. 그러나 비내진설계교각도 적절한 내진보강방안을 강구한다면 우수한 내진성능을 발휘할수 있으리라판단된다.

• 한국군사과학기술학회지
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• 제12권4호
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• pp.491-499
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• 2009

The determination of response characteristics for pressure sensors is routinely limited to static calibration against a deadweight pressure standard. The strength of this method is that the deadweight device is a primary standard used to generate precise pressure. Its weakness lies in the assumption that the static and dynamic responses of the sensor in question are equivalent. Differences in sensor response to static and dynamic events, however, can lead to serious measurement errors. Dynamic techniques are required to calibrate pressure sensors measuring dynamic events in milliseconds. In this paper, a dynamic calibration using negative going dynamic pressure is proposed to determine dynamic pressure response for piezoelectric sensors. Sensitivity and linearity of sensor by the dynamic calibration were compared with those by the static calibration. The uncertainty of calibration results and the goodness of fit test of linear regression analysis were presented. The results show that the dynamic calibration is applicable to determine dynamic pressure response for piezoelectric sensors.

• 한국안전학회지
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• 제15권4호
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• pp.20-27
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• 2000

The hat shaped section members, spot welded strength resisting structures are the most energy absorbing ones of automobile components during the front-end collision. Under the static axial collapse load in velocity of 10mm/min and quasi-static collapse load in velocity of 1000mm/min, the collapse characteristics of the hat shaped section and double hat shaped section member have been analyzed by axial collapse tests with respect to the variations of spot weld pitches on the flanges. In addition, the quasi-static collapse simulations have been implemented in the same condition to the experiment's using FEM package, LS-DYNA3D. The simulated results have been verified in comparison with these from the quasi-static axial collapse tests. With the computational approaches the optimal energy absorbing structures can be suggested. Simulations are so helpful that the optimized data be supplied in designing vehicles in advance.

• Computers and Concrete
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• 제20권2호
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• pp.205-214
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• 2017

The Hydraulically driven test system and ${\Phi}100mm$ split Hopkinson pressure bar(SHPB) test device were employed to research the quasi-static and dynamic mechanical properties of concrete specimens which has been immersed for 60 days in sodium sulfate (group S1) and sodium chloride (group S2) solution, the evolution of their mass during corrosive period was explored at the same time, and the mechanism of performances lost was analyzed from the microscopic level by using scanning electron microscope. Results of the experimental indicated that: their law of mass both presents the trend of continuous rising during corrosive period, and it increases rapidly on the early days, the mass growth of group S1 and group S2 in first 7 days are 76.78% and 82.82% of their total increment respectively; during the corrosive period, the quasi-static compressive strength of specimens in two groups are significantly decreased, both of which present the trend of increase first and then decrease, the maximum growth rate of group S1 and group S2 are 7.52% and 12.71% respectively, but they are only 76.23% and 82.84% of specimens which under normal environment (group N) on day 60; after immersed for 60 days, there were different decrease to dynamic compressive strength and specific energy absorption, and so as their strain rate sensitivities. So the high salinity environment has a significant effect of weaken the quasi-static and dynamic mechanical performance of concrete.

• Journal of the Korean Data and Information Science Society
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• 제21권1호
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• pp.33-42
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• 2010

경추안정화 운동과 경추관절가동술이 경부의 최대근력과 정적근지구력에 미치는 영향을 알아보기 위해 60명을 경추안정화운동군, 경추관절가동술군, 대조군의 3개의 군으로 나누어 각 그룹당 20명씩 무작위 배치하였다. 경추관절가동술과 경추안정화운동은 일주일에서 3회씩 총 3주 동안 시행되었고, 경추안정화운동군은 선자세, 바로누운자세, 엎드려누운자세에서 경추심부근육의 등척성운동을 적용하였다. 경추관절가동술군은 칼텐본 기법을 이용한 관절내 운동을 적용하였다. 경추안정화운동과 경추 관절가동술 모두 최대근력과 정적근지구력이 증가하였고 그 중 경추안정화운동이 경추관절가동술보다 최대근력과 정적근지구력에 더 많은 영향을 미쳤다.

• 터널과지하공간
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• 제27권3호
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• pp.121-131
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• 2017

본 연구에서는 암석과 콘크리트의 정적 및 동적 장기강도시험을 통해 이들 재료의 시간 의존적 거동에 대해 연구했으며, 특히 장기강도시험 중 발생한 미소파괴음 신호를 분석하여 장기 안정성 평가에 활용하고자 하였다. 정적 장기강도시험의 경우 임계하 균열성장시험을 활용하여 Mode I과 Mode II에 대한 장기거동과 미소파괴음 발생특성을 분석하였으며, 동적 장기강도시험의 경우, 반복재하 4점 굴곡시험을 통한 장기강도의 한계와 미소파괴음 발생특성을 분석하였다. 미소파괴음 분석결과, 미소파괴음 히트 누적곡선 대 시간에 따른 곡선은 1차, 2차, 3차 구간이 있는 크립곡선의 모양과 유사한 모양을 보였다. 선형구간에 해당하는 미소파괴음 히트 누적곡선의 2차 구간의 기울기와 지연파괴시간과의 로그-로그 관계로부터 암석과 콘크리트의 정적 및 동적 장기 안정성을 평가하는 방안에 대한 가능성을 제시하였다.

• 한국농공학회논문집
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• 제65권5호
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• pp.1-11
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• 2023

Due to climate change and aging of reservoirs, damage to embankment slopes is increasing. However, the safety diagnosis of the reservoir slope is mainly conducted by visual observation, and the time and economic cost are formidable to apply soil mechanical tests and slope stability analysis. Accordingly, this study presented a predicting method for the compaction and strength characteristics of the reservoir embankment soil using a portable static cone penetration test. The predicted items consisted of dry density, cohesion, and internal friction angle, which are the main factors of slope stability analysis. Portable static cone penetration tests were performed at 19 reservoir sites, and prediction equations were constructed from the correlation between penetration resistance data and test results of soil samples. The predicted dry density and strength parameters showed a correlation with test results between R² 0.40 and 0.93, and it was found to replace the test results well when used as input data for slope stability analysis (R² 0.8134 or more, RMSE 0.0320 or less). In addition, the prediction equations for the minimum safety factor of the slope were presented using the penetration resistance and gradient. As a result of comparing the predicted safety factor with the analysis results, R² 0.5125, RMSE 0.0382 in coarse-grained soil, R² 0.4182 and RMSE 0.0628 in fine-grained soil. The results of this study can be used as a way to improve the existing slope safety diagnosis method, and are expected to be used to predict the characteristics of various soils and inspect slopes.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.119-122
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• 1999

In this paper, the properties of concrete used recycled aggregate are analyzed. The specimens are manufactured for the compressive strength of 210㎏/㎠ with recycled aggaregate ratio of 0%, 20%, 40%, 60%, 80%, 100%, respectivey. At curing 28days, compressive strength, tensile strength, flexural strength, dry-shrinkage, static modulus of elasticity and poission's ratio have been tested according to replacement ratio of recycled aggregate.

• 소음진동
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• 제7권3호
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• pp.411-418
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• 1997

A method to analyze the axisymmetric vibration and the internal pressure of the fluid filled, strength member embedded infinite cylindrical shell under the condition of axial static tension load applied is presented. As an example, the hose wall vibration and the internal pressure variation characteristics of a fluid filled infinite polyurethane hose are analyzed and dicussed, under the effects of the variation of the embedded strength members and the response positions.

• International Journal of Safety
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• 제11권2호
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• pp.26-28
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• 2012

In this thesis, fracture tests were carried out in order to investigate the flexural strength behavior of FRC(fiber reinforced concrete) structures. FRC beams were used in the tests, the initial crack load and the ultimate load of the beams were observed under the static loading. According to the results, the ultimate loads increase with the fiber content, and these tendency is clear in the specimens with large fiber aspect ratio. From the results of the regression analysis, practical formulae for predicting the flexural strength of FRC were suggested.