• 한국농공학회논문집
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• 제62권4호
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• pp.45-51
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• 2020

The poisson's ratio was obtained from the effective vertical stress and horizontal stress of consolidation-undrained test. It was analyzed void ratio verse poisson's ratio. At the result, the effective friction angle was increase with relative density increased, was decreased the poisson's ratio. The empirical equation of void ratio and poisson's ratio was showed very high correlation r²=0.846. The empirical equation was showed that the smaller the void ratio in the fine grained soil than granular soil. In the case of 0.85 times the correlation analysis equation of granular and fine grained soil, the experimental results were shown very similarly. In especially, the poisson's ratio prediction results was shown within 5% of the error range, was revalidation 0.85 times the correlation analysis equation using the void ratio. In this study, correlation analysis equation of the granular and fine grained soil was more reliability of the poisson's ratio prediction results apply to the void ratio than dry unit weight.

• 콘크리트학회논문집
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• 제22권2호
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• pp.187-197
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• 2010

본 연구에서는 성능기반설계를 위한 기둥의 주철근비에 대하여 연구하였다. 일률적인 현행 설계기준과 달리, 다양한 기둥의 설계변수를 고려하여 기둥의 주철근을 정의하였다. 기둥의 최소철근비는 다음의 2 가지 사항을 고려하여 평가하였다; 1) 사용상태에서 콘크리트의 장기변형에 의한 철근의 조기항복 방지; 2) 내진설계시 기둥의 연성능력을 확보하기 위해 균열모멘트 이상의 극한휨강도 확보. 배근상태와 하중조건에 따른 기둥의 유효강성도 강도설계시 추가적으로 고려하였으며, 3 가지 사항을 고려한 주철근비 결정방법을 제안하였다. 제안된 방법은 설계예제에 적용되었다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2001년도 가을 학술발표회 논문집
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• pp.175-182
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• 2001

Effective length factor approach for framed column design has long played an important design-aid role. This approach, however, is effective only when the columns are in the form of prismatic or uniform cross sections. Structural engineers who have to design or analyse framed columns with variable cross sections need some means to do their job. By using the finite element method, the stability analysis of the isolated compression members with variable cross sections and that of the framed columns are performed. The parameters considered in the stability analysis are taper and sectional property parameters of the columns, the second moment of inertia ratio of beam to column, and beam span to column height ratio. On the basis of the stability analysis results, effective length factor formulas for the columns with variable sections are derived.

• Journal of Acupuncture Research
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• 제29권1호
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• pp.159-167
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• 2012

Objectives : The purpose of this study is to investigate the effecacy of Korean medical treatments on cervical myelopathy patient diagnosed by magnetic resonance imaging(MRI). Methods : The patient was treated by Korean medical treatments including acupunture, pharmacopuncture, herbal medicine, cervical traction technique of Chuna treatment. To evaluate the change of MRI view, slipped disc ratio and A-P compression ratio were used. The improvement of the clinical symptoms was observed by Score of pain part and Nurick grade. Results : After treatment, patient's score of pain part, Nurick grade were decreased and slipped disc ratio, A-P compression ratio were also improved. Conclusions : The Korean medical treatments might be an effective method to improve the clinical symptoms and radiological view of cervical myelopathy.

• 한국응급구조학회지
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• 제22권3호
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• pp.67-76
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• 2018

Purpose: The purpose of this study was to evaluate the quality of chest compressions and ventilation when using an mechanical device(LUCAS) and 2-men manual cardiopulmonary resuscitation(CPR) performed on a minikin, as well as to propose a more effective CPR method during transit. Methods: Data were collected by LUCAS and manual virtual reality based ambulance simulation. Analysis was performed using SPSS software 12.0. The average and standard deviation of chest compression depth and ventilation were analyzed using descriptive statistics and t-test. Results: In the virtual reality based LUCAS and manual CPR results, LUCAS showed better chest compression and lower incomplete chest release than manual CPR. During CPR with a chest compression-ventilation ratio of 30:2 in virtual reality ventilation with bag-valve mask was able to deliver an adequate volume of breathing. Conclusion: It is suggested that rescuers on ambulance may consider using LUCAS as an alternative to high-quality chest compression during transit.

• 한국통신학회논문지
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• 제24권7B호
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• pp.1378-1383
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• 1999

본 논문에서는 웨이브릿 변환을 이용한 새로운 가변블록 기반 영상압축방식을 제안하였다. 웨이브릿의 각 밴드별로 통계적 특성이 다르므로 각 부밴드에 적합한 양자화기에 적용하였으며, 각 부밴드의 방향특성을 이용하여 부밴드들을 서로 다른 크기의 가변블록으로 겹치지 않게 분해하였다. 또한 에너지의 특성을 고려하여 임계값 이하의 값들은 0으로 보내어 부호화하지 않음으로써 불필요한 비트의 할당을 줄인다. 시뮬레이션 결과 제안알고리즘은 기존의 블록 기반 압축알고리듬에 비해 압축률과 PSNR면에서 객관적으로 향상된 성능을 보였고, 주관적으로도 블록기반 방식임에도 불구하고 매우 낮은 BPP를 갖는 압축에서 나타나는 블록화 현상이 나타나지 않음을 확인하였다. 또한 0의 위치정보를 표현하는 방법에 있어 블록기반으로 접근하기 때문에 간단한 구조를 가지는 장점이 있다.

• 대한기계학회논문집B
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• 제28권9호
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• pp.1075-1080
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• 2004

In this study, performance and emissions characteristics of an liquefied petroleum gas (LPG) engine converted from a diesel engine were examined by using mixer system and liquid propane injection (LPi) system fuel supply methods. A compression ratio for the base diesel engine, 21, was modified into 8, 8.5, 9 and 9.5. The cylinder head and the piston crown were modified to roe the LPG in the engine. Ignition timing was controlled to be at minimum spark advance for best torque (MBT) each case. Engine performance and emissions characteristics are analyzed by investigating engine power, brake mean effective pressure (BMEP), brake specific fuel consumption (BSFC), volumetric efficiency, CO, THC and NOx. Experimental results showed that the LPi system generates higher power and lower emissions than the conventional mixer fuel supply method.

• Steel and Composite Structures
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• 제36권3호
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• pp.339-353
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• 2020

This study investigates the seismic performance of steel reinforced concrete (SRC) T-shaped columns under low cyclic loading tests. Based on test results of ten half-scale column specimens, failure patterns, hysteretic behavior, skeleton curves, ultimate strength, ductility, stiffness degradation and energy dissipation capacity were analyzed. The main variables included loading angles, axial compression ratios and steel ratios. The test results show that the average values of the ductility factor and the equivalent viscous damping coefficient with respect to the failure of the columns were 5.23 and 0.373, respectively, reflecting good seismic performance. The ductility decreased and the initial stiffness increased as the axial compression ratio of the columns increased. The strength increased with increasing steel ratio, as expected. The columns displaced along the web had higher strength and initial stiffness, while the columns displaced along the flange had better ductility and energy dissipation capacity. Based on the test and analysis results, a formula is proposed to calculate the effective stiffness of SRC T-shaped columns.

• 한국환경복원기술학회지
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• 제5권6호
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• pp.37-42
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• 2002

This study has been performed to investigate the physical and mechanical characteristics of compaction, volume change and compressive strength for reinforced soil mixed with polypropylene fiber, and to confirm the reinforcing effects with admixture such as polypropylene fiber. To this end, a series of compaction test and compression test was conducted for clayey soil(CL) and polypropylene fiber reinforced soil. In order to determine proper moisture contents and mixing ratio, pilot test was carried out for natural soil and PFRS(polypropylene fiber reinforced soil). And the mixing ratio of mono-filament fiber and fibrillated polypropylene fiber admixture was 0.1%, 0.3%, 0.5% and 1.0% by the weight of dry soil. From the experimental results, it was found that the optimum moisture contents(OMC) increased with the mixing ratio of fiber, but the maximum dry unit weight and the volume change was decreased with the mixing ratio. It means that the improvement of the workability and the reduction of the weight of embankment was done by the addition of the polypropylene fiber. And, from the compression test results, it was found that the addition of the polypropylene fiber remarkably improved the compressive strength of PFRS. And it was observed in the viewpoint of strength that the fibrillated polypropylene fiber reinforced soil was more effective than the mono-filament polypropylene fiber reinforced soil.

• Computers and Concrete
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• 제20권2호
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• pp.129-143
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• 2017

Seismic design of reinforced concrete (RC) structures requires a certain minimum level of flexural ductility. For example, Eurocode EN1998-1 directly specifies a minimum flexural ductility for RC beams, while Chinese code GB50011 limits the equivalent rectangular stress block depth ratio at peak resisting moment to achieve a certain nominal minimum flexural ductility indirectly. Although confinement is effective in improving the ductility of RC beams, most design codes do not provide any guidelines due to the lack of a suitable theory. In this study, the confinement for desirable flexural ductility performance of both normal- and high-strength concrete beams is evaluated based on a rigorous full-range moment-curvature analysis. An effective strategy is proposed for flexural ductility design of RC beams taking into account confinement. The key parameters considered include the maximum difference of tension and compression reinforcement ratios, and maximum neutral axis depth ratio at peak resisting moment. Empirical formulae and tables are then developed to provide guidelines accordingly.