This study investigates the seismic performance of beam-column connections using Thin-Walled Steel Composite (TSC) beams and Prestressed Reinforced Concrete (PSRC) columns. TSC beams are constructed from U-shaped thin steel plates that are filled with concrete, allowing for composite action with slabs through the use of shear connectors. They are widely applied in industrial buildings due to excellent strength, stiffness, and constructability. However, slender web plates are prone to local buckling, which may compromise their performance during seismic events. To mitigate this issue, internal supports have been introduced to enhance web stability and concrete confinement. Cyclic loading tests on three specimens—with and without internal supports—demonstrated that the supports increased moment capacity, improved energy dissipation, and effectively reduced buckling. Even slender sections demonstrated performance comparable to that of compact sections. All specimens reached peak strength at a 2.44% rotation angle, with damage localized near the supports. A practical connection detail was also proposed, taking into account constructability and structural reliability. The results provide valuable guidance for the seismic design of composite systems in large-scale structures.

원자력발전소에 설치되는 안전관련 기기는 높은 수준의 내진성능을 확보하여야 한다. 본 연구에서는 대표적인 안전관련 기기 인 전기 캐비닛을 대상으로, 열반(multi-bay) 구성 및 콘크리트 기초 열화와 같은 실제 설치 조건을 고려하여 내진성능을 평가하였다. 실제 현장에서는 전기 캐비닛이 열반 형태로 설치되는 경우가 많으며, 지지부 열화의 대표적 형태로 앵커 위치에서의 콘크리트 균열이 자주 발견된다. 이러한 조건을 반영하기 위하여, 앵커 위치에 균열 폭 0.5 mm 및 1.0 mm를 모사한 균열 기초와 건전한 기초를 대상 으로 실험체를 제작하였다. 실험체는 단순화한 전기 캐비닛 모델로서 단독(single-bay) 및 2기 열반(two-bay) 구성을 적용하였으며, 선설치 앵커로 고정 후 진동대를 이용한 한계상태 내진성능 실험을 수행하였다. 실험 결과, 균열이 없는 조건에서는 2기 열반 구성이 단독 구성보다 높은 내진성능을 보였다. 그러나 균열 조건에서는 2기 열반 구성에서 내진성능이 저하되는 경향이 나타난 반면, 단독 구성은 유의미한 성능 저하가 관찰되지 않았다.

Recently, steel dampers are widely used as seismic reinforcement devices. Steel dampers have the advantage of being easy to manufacture and being able to absorb a lot of energy through stable hysteresis behavior. However, there is a possibility that the steel damper may be damaged due to fatigue caused by repeated seismic loads. In this study, the seismic performance of steel slit dampers and engineering plastic slit dampers with different physical characteristics were compared and analyzed. It can be seen that the yield load of the steel slit damper, which has relatively high rigidity, is much larger than that of the engineering plastic slit damper. Therefore, the engineering plastic damper is more effective when applied to a structure that experiences a large displacement rather than a structure that experiences a large load.

The purpose of this study is to evaluate by experiments and 3-D finite element predictions of strain-hardening cementitious composite(SHCC) structural walls. The specimen of concrete wall used shear reinforcements to satisfy with design shear strength, while the specimen of a SHCC wall used minimum shear reinforcement. The finite element prediction is based on the total strain crack model, and appropriate tensile models were applied according to the material characteristics of concrete and SHCC. The accuracy of the finite element prediction was verified by comparison with experimental results, and the SHCC wall showed superior structural performances in overall load-carrying capacity as well as in reductions of damages caused by crack localizations, even with minimum use of shear reinforcements.

본 연구는 바이오차를 혼입한 콘크리트를 구조용 재료로 활용할 가능성을 검토하기 위해, 보강근의 종류에 따른 부착 성능 차이를 실험적으로 분석하였다. 이를 위해 직접 인발 실험을 수행하였으며, 실험 변수로는 콘크리트의 종류(일반/바이오차), 보강근의 종류(철근/GFRP), 보강근 직경(D13/D16)을 설정하였다. 실험 결과, 일반 철근을 적용한 실험체에서는 바이오차 혼입이 부착강도 저 하를 유발하였으며, 특히 D13 보강근에서 약 30%의 감소가 확인되었다. 반면, GFRP 보강근을 적용한 실험체에서는 바이오차 콘크리 트를 적용한 경우 부착성능이 소폭 향상되는 경향을 보였다. 또한 보강근의 직경이 증가할수록 최대 인발하중 및 평균 부착강도가 증가하는 양상이 일관되게 관찰되었다. 이러한 결과는 GFRP 보강근과 바이오차 콘크리트의 조합이 기계적 결합력 증대를 통해 긍정적인 구조 성능을 발휘할 수 있음을 시사하며, 향후 지속가능한 콘크리트 구조물의 보강설계에 기초자료로 활용될 수 있을 것으로 기대된다.

The purpose of this study is to measure and analyze the number of chest compressions, chest compressions, depth of chest compressions, ventilation, duration of interruption, and accuracy in college students when eyewitness cardiac arrest occurs. The results of the experiment are as follows.(1) The result of the difference in the number of chest compressions was that A was a 20-year-old woman with an average of 114 chest compressions. E was a 22-year-old man with 96 chest compressions, and J was a 24-year-old woman with 109 chest compressions. (2) The result of the difference in chest compressibility depth was that A was a woman in her 20s with an average chest compression depth of 5.0 to 5.2 cm, E was a man in his 20s with an average chest compression depth of 5.0 to 5.4 cm, and J was a woman in her 20s with an average chest compression depth of 5.1 to 5.5 cm. (3) Ventilation was performed for A, E, and J. (4) CPR discontinuation time (second) was performed for a 20-year-old woman for 0 seconds, E was for a 22-year-old man for 5 seconds, and J was a 24-year-old woman for 5 seconds or less. (5) CPR accuracy was found to be 95.2% for a 20-year-old woman, E was found to be a 22-year-old man for 79.6% for a 22-year-old man, and J was found to be 86% for a 24-year-old woman on average. In order to properly cope with an emergency situation in which cardiac arrest occurs, it is confirmed that CPR practice should be sufficiently performed in advance to improve the accuracy of cardiac pressure, and CPR should be performed when cardiac arrest patients occur by maintaining skills through steady retraining.

Our study experimentally evaluates the structural characteristics of a Cone-Shaped Friction Isolator (CFI) as part of research on sliding bearings. With its relatively simple configuration and effective restoring mechanism, the CFI has significant practical implications for structural engineering. We designed the shape and components of the CFI, and its operation and restoring mechanisms were theoretically reviewed. A prototype of the CFI was developed, and structural characteristic experiments were conducted, focusing on design parameters such as the cone’s inclination angle, the friction coefficient of the contact surface, the magnitude of the vertical load applied to the isolator, and the horizontal loading frequency. The experimental results provide valuable insights into the structural characteristics of devices in terms of critical shear force and restoring shear force.

The electric discharge experiment, known as the Miller-Urey experiment, is one of the experiments to understand the origin of life on Earth. The experiment involved simulating the Earth’s early atmosphere by introducing methane(CH4), ammonia(NH3), and nitrogen(N2) gases, and applying energy through electric discharge. Resulting solution was found to contain amino acids such as glycine(C2H5NO2), alanine( C3H7NO2), histidine(C6H9N3O2), proline(C5H9NO2), and valine(C5H11NO2). These amino acids were compared with the results of the recent experiment (Parker et al. 2014). Interestingly, the electric discharge produced C2 swan band and CN emission and it was newly found in gas phase. These two emission bands are commonly observed in comets.

풀빅산(FA)은 Fe(III)을 킬레이트화하여 생물학적으로 이용 가능한 Fe(II)로 전환함으로써 대형 해조류의 성장을 촉진하고 손 상된 해중림의 복원을 돕는다. 이에 본 연구에서는 풀빅산의 공급에 따른해중림 개선에 미치는 효과를 조사, 분석하였다. FA 보충제는 철(Fe) 부족 해역 내 인공 어초에 설치되었으며, 해조류 군집 및 해양 환경조사는 사계절을 대표하는 학술 잠수를 통해 수행되었다. 연 구 결과, 풀빅산 공급으로 인해 가용 철(Fe) 농도가 증가하면서 해조류의 광합성과 영양소 흡수가 촉진되어 성장률이 향상되는 것으로 나타났다. 우점종의 총 생물량은 전체 해조류 총 생물량과 비우점종에 비해 더욱 강한 상관관계를 나타내었다. 이는 철 보충제가 특정 우점종의 양적 증가에 기여하며, FA 보충제가 설치된 어초에서 해조류 군집의 양적 및 구조적 변화를 유발했음을 시사한다. 본 연구 결과는 풀빅산을 해중림 복원에 적용하기 위한 기초적인 정보를 제공하며, 향후 해조류 생태계 관리 및 보존 전략 수립에 기여할 수 있을 것으로 기대된다.