• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2008년도 춘계 학술논문 발표대회
• /
• pp.209-213
• /
• 2008

Recently, it increases in use of CFT(Concrete filled steel tube, below CFT) because material and method are required to be diversification and High-Performance according to increase the super-high structure. But, CFT column lose bearing capacity under fire because steel tube is exposed to outside. As a result, structure is collapsed and then it cause much damage. In case of the Europe, Japan and America, they have studied the fire-resistance performance of CFT under fire for a long time. However, it would have hardly studied it in domestic because it is much difficulty about experiment machine and cost. So it is needed base on fire-resist performance of CFT under fire. Therefore, this study dynamic specificity of stub column which made tester of stub column based on facts of strength and mixing fiber evaluated used heating and load testing machine. As a result, it is willing to propose fundamental data for quick and accurate diagnosis of deteriorated concrete structure by fire damage with experiment according to the design high strength concrete.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2007년도 춘계학술논문 발표대회
• /
• pp.9-12
• /
• 2007

Recently, research and development related to high strength concrete for the high rise and large scale reinforced concrete building has been actively promoted in worldwide by national and private research project. But, it is reported that violent explosive explosion would be happened when it was exposed in fire. In the existed study, a explosion in a reinforced concrete structure looses the organism by the different contraction and expansion of hardened cement paste and aggregate, and causes crack by thermal stress. In case of the Europe, Japan and America, they have studied the explosion for a long time. However it would hardly study the explosion in domestic, So it is needed base on mechanical properties of fire deterioration in high strength concrete. Therefore, this study is intend as an mechanical properties of specimen to high heating by heating and load test machine and $700^{\circ}C$. As a result, it is willing to propose fundamental data for quick and accurate diagnosis of deteriorated concrete structure by fire damage with experiment according to the design high strength concrete.

• 한국원자력학회:학술대회논문집
• /
• 한국원자력학회 1997년도 춘계학술발표회논문집(2)
• /
• pp.129-136
• /
• 1997

The automated ball indentation(ABI) test was utilized to develop a semi-nondestructive method for estimating the fracture toughness( $K_{JC}$ ) in the transition temperature range. The key concept of the method is that the indentation deformation energy to the load at which the mean ball-specimen contact pressure reaches the fracture stress is related to the fracture energy of the material. ABI tests were performed for the reactor pressure vessel(RPV) base and weld metals at the temperatures of-15$0^{\circ}C$~$0^{\circ}C$ and the fracture toughness (estimated $K_{JC}$ ) was calculated from the indentation load-depth data. For all steels the temperature dependence of the estimated fracture toughness was almost the same as that ASTM $K_{JC}$ master curve The reference temperatures( $T_{o}$)of the steels were determined form the estimated $K_{JC}$ versus temperature curves. The reference temperature was well correlated with the index temperature of 41J Charpy impact energy( $T_{41J}$).).).

• 콘크리트학회지
• /
• 제10권6호
• /
• pp.241-252
• /
• 1998

이 연구의목적은 여러 수준의 지진에 대한 비내진 상세를 가진 저층 모멘트 저항 골조의 실제 반응을 관찰하기 위한 것이다. 우선 모델에 대한 축소율은 사용된 진동대의 용량을 고려하여 1 : 5 로 결정하였으며 상사성의 법칙에 따라 모델을 제작하였다. 그 다음에 이 모델에 대해 Taft N21E 지진가속도 기록의 최대 지진가속도를 0.12g. 0.2g, 0.4g로 조정하여 진동대를 이용한 지진모의실험을 수행하였다. 각 층별 횡방향 가속도와 변위, 그리고 구조물의 취약부위에서 국부변형이 측정되었다. 밑면 전단력은 손수 만든 로드셀을 이용하여 측정하엿다. 각 지진모의실험 전과 후에는 고유주기와 감쇠비의 변화를 살펴보기 위해 자유진동실험을 수행하였다. 전체거동과 국부거동에 대한 실험결과를 분석한 결과, 이 모델은 우리나라의 현행 내진 설계 기준에서의 설계지진 즉, 0.12g의 최대 지진가속에 대해서는 선형탄성으로 거동하였다. 최대 밑면 전단력은 1.8tf 로 설계 밑면 전단력의 약 4.7배로나타났다.이 실험모델은 높은 수준의 지진모의실험에서도 양호한 성능을 나타내었다. 높은 수준의지진에 대한 저항의 주요요소는 1)높은 초과강도, 2)기본주기의 증가, 그리고 3)비탄성 변형에 의한 얼마간의 에너지소산이다. 이 실험에서 모델의 층간변위는 대략 허용한계 내에 있었다.

• 한국지반공학회논문집
• /
• 제24권10호
• /
• pp.121-129
• /
• 2008

본 논문에서는 기존 공장제작 콘크리트 팽이기초가 갖는 문제점들을 해결 보완하기 위해 개발된 현장타설 팽이기초의 거동특성을 검토하고자, 현장재하시험 결과를 근거로 팽이기초의 수치해석 모델링을 하였으며, 구성된 수치해석 모델을 이용하여 기초형식 및 형상 변화에 따른 거동특성을 비교 분석하였다. 수치해석 결과, 현장타설 팽이기초 (In-situ TBF)는 전단활동파괴면이 더 깊고 넓게 형성되어 지반파괴에 대한 저항력이 증가하게 되고, 이로 인해 지지력이 향상되는 것을 확인 할 수 있었다. 기초의 형상에 따른 효과는 원추부에 의한 것 보다는 말뚝부에 의한 효과가 더 큰 것으로 나타났으며, 원추부와 말뚝부가 조합되어 이루어진 팽이기초 형상이 가장 큰 효과를 나타내는 것으로 나타났다. 말뚝부의 길이를 증가시키면서 해석을 수행한 결과, 현재 사용되고 있는 팽이기초말뚝부의 길이가 효율적 크기라는 것을 확인 할 수 있었다.

• The Journal of Advanced Prosthodontics
• /
• 제5권4호
• /
• pp.396-401
• /
• 2013

PURPOSE. The purpose of this in vitro study was to investigate the flexural properties of a recently introduced urethane dimethacrylate denture base material (Eclipse) after being repaired with two different materials. MATERIALS AND METHODS. Two repair groups and a control group consisting of 10 specimens each were generated. The ES group was repaired with auto-polymerizing polymer. The EE group was repaired with the Eclipse. The E group was left intact as a control group. A 3-point bending test device which was set to travel at a crosshead speed of 5 mm/min was used. Specimens were loaded until fracture occurred and the mean displacement, maximum load, flexural modulus and flexural strength values and standard deviations were calculated for each group and the data were statistically analyzed. The results were assessed at a significance level of P<.05. RESULTS. The mean "displacement", "maximum load before fracture", flexural strength" and "flexural modulus" rates of Group E were statistically significant higher than those of Groups ES and EE, but no significant difference (P>.05) was found between the mean values of Group ES and EE. There was a statistically significant positive relation (P<.01) between the displacement and maximum load of Group ES (99.5%), Group EE (94.3%) and Group E (84.4%). CONCLUSION. The more economic and commonly used self-curing acrylic resin can be recommended as an alternative repair material for Eclipse denture bases.

• 한국전문물리치료학회지
• /
• 제11권3호
• /
• pp.43-50
• /
• 2004

This study was designed to determine the effects of different widths in the base of support (BOS) on trunk and lower extremity muscle activation during upper extremity exercise. Twenty-seven healthy male subjects volunteered for this study. Exercises were performed for a total of 10 trials with a load of 10 repetitions maximum (10 RM) for each of the various widths of BOS (10 cm, 32 cm, 45 cm). The width of a BOS is the distance between each medial malleoli when a subject was in a comfortable standing position. Electromyography was used to determine muscle activation. Surface bipolar electrodes were applied over the tibialis anterior, medial gastrocnemius, biceps femoris, rectus femoris, gluteus maximus, upper rectus abdominis, and elector spinae muscle. Electromyographic (EMG) root mean square (RMS) signal intensity was normalized to 5 seconds of EMG obtained with a maximal voluntary isometric contraction (MVIC). The data were analyzed by atwo-factor analysis of variance (ANOVA) with repeated-measures ($3{\times}7$) and Bonferroni post hoc test. The results were as follows: (1) There were significant differences in the width of the BOS (p=.006). (2) The post hoc test showed significant differences with the BOS between 10 cm and 32 cm, between 10 cm and 45 cm and between 32 cm and 35 cm (p=.008, p=.003, p=.011). (3) There was no interaction with the BOS and muscle. (p=.438) There were no significant differences in the muscle activation (p=.215).

• 해양환경안전학회지
• /
• 제17권4호
• /
• pp.383-389
• /
• 2011

선박 성능과 항해 안전의 관점에서 선박조종 특성을 아는 것은 선박 설계에서 중요한 일이다. IMO 규정에 의하면 만재 적하된 even 조건(트림=0)에서 몇가지 선박 조종 기준이 제시되어 있다. 그러나 선박은 일반적으로 항상 만재 적재 조건으로 운항되지 않는다. 따라서 선박이 IMO 규정을 만족시키고, 모든 적재 조건에서 안전하게 항행하도록 하기 위해 다양한 적재 조건에서 선박 조종 특성을 추정해야 한다. 본 논문에서 우리는 실선 실험과 시뮬레이션을 수행하여 조종특성을 조사하였다. 시뮬레이션 결과와 비교하였을 때 실선실험은 시뮬레이션 값 및 이전 연구와 그 경향이 일치한다. 실 해역에서 얻은 조종실험 데이터가 선박 조종성능 추정에 활용 될 수 있음을 확인하였고, 실시한 실해역 실험을 통하여, 선박 운항 상태에 따른 조종성의 변화를 추정할 수 있었다.

• 정보처리학회논문지D
• /
• 제14D권6호
• /
• pp.649-656
• /
• 2007

오늘날 차량네트워크(CAN)는 전기적 강인, 저가격과 접근지연 때문에 분산 임베디드 시스템에서 널리 사용되는 버스형 필드이다. 그러나 버스토폴로지에서 발생하는 의존적인 제한 때문에 차량네트워크가 어플리케이션상에서 안전적으로 사용되는지는 논쟁되어왔다. 그래서 차량네트워크(CAN) 디자인 단계 동안 데이터 버스의 부하와 최대 지연, 경쟁 우선순위와 같은 네트워크의 성능을 분석하는 것이 중요하게 되었다. 이 논문은 차량네트워크의 성능을 평가하기 위해 사용된 시뮬레이션 알고리즘과 고장 기법 기술을 적용을 소개한다. 이는 차량네트워크의 어떤 산만한 구현의 줄임과 시스템의 신뢰성을 향상 시켜 줄 것이다.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2008년도 추계 학술발표회
• /
• pp.974-979
• /
• 2008

The purpose of this study was to evaluate the effect of vegetation on the cutting slope applied by vegetation system in the whole land. The engineering characteristics of slopes were investigated using the face mapping and physical tests. From the statistical methods, a relationship between a geologic stratum and degree of covering was independent. Therefore, the afforestation of slope was affected more by condition of vegetation as direction and opening of joints, and a topsoil state than by conventional classification of layer. It was concluded that the adjustable vegetation on the slope considering condition of geometric shape of slope, joint data and spontaneous type could make useful early afforestation.