유리섬유 번들의 인장강도와 복합재료의 매트릭스수지인 페놀수지와의 접착성을 향상시키기 위하여 관능기를 가진 실란 커플링제와 페놀 수지를 이용하여 표면을 개질하였다. 일반적으로 보강재인 유리섬유의 표면을 화학적으로 개질하므로 복합재료의 특성을 조절할 수 있다. 본 연구에서는 에폭시계인 glycidyltrimethoxysilane(G-silane)과 아미노계 aminopropyltriethoxysilane (A-silane)과 페놀 수지를 사 용하여 여러 농도와 온도에서 유리섬유 표면에 1단계 처리 및 2단계 복합처리를 수행하였다. 이 때 열처 리 조건이 인장강도를 향상시키는 데 가장 중요하였다. 즉 170oC에서 처리된 유리섬유의 인장강도가 10.05 gf/D로 최대를 나타내었다. 개질 후의 유리섬유 표면은 전자현미경과 적외선분광법을 이용하여 분 석하였다. 실란의 종류와 처리 조건에 따른 유리 섬유 기계적 강도에 관한 영향도 고찰하였다.

Shear wall systems behave as individual wall because of openings like window and elevator cage. When coupling beams are installed in shear walls, they will have high strength and stiffness so that be less damaged by lateral loads like earthquake. However, coupling beam is difficult construction method. And arranging reinforcement of slender coupling beams are especially hard. It is because the details of coupling beam provided by ACI 318 are complex. In this paper, experiments were conducted using coupling beams with 3.5 aspect ratio to improve the details of slender coupling beams provided by ACI 318. Two specimens were proposed for this study. One specimen applied with bundled diagonally reinforcement only. Another specimen applied both bundled diagonally reinforcement and High-Performance Fiber Reinforced Cementitious Composite (HPFRCC) so that coupling beams have half of transverse reinforcement. All specimen were compared with a coupling beam designed according to ACI 318 and were evaluated with hysteretic behaviors. Test results showed that the performance of two specimen suggested in this study were similar to that of coupling beam designed according to current criteria. And it was considered that simplification of the details of reinforcement would be available if transverse reinforcement was reduced by using bundled diagonally reinforcement and HPFRCC.

The hysteretic behavior of diagonal reinforced coupling beams is excellent during earthquakes. However, construction of the diagonal reinforced coupling beams is difficult due to complex reinforcement details required by current code procedures (ACI 318-11). Due to the detail requirement, reinforcement congestion and interference among transverse reinforcement always occur during construction field. When the aspect ratio of the beam is large, the interference of reinforcement becomes more serious. The objective of this paper is to simplify the reinforcement details of slender coupling beams by reducing transverse reinforcement around the beam perimeter. For this purpose, high- performance fiber reinforced cementitious composites are used for making coupling beams. Experiments were conducted using three specimens having aspect ratio 3.5. Test results showed that HPFRCC coupling beams with half the transverse reinforcement required by ACI 318-11 provided identical seismic capacities to the corresponding coupling beams having requirement satisfying the requirement specified in ACI 318-11.

파장변이섬유를 사용한 새로운 반응 위치 측정 양전자방출 단층촬영기기 검출기를 개발하였으며, 이에 대한 최적화 작업을 수행하였다. 섬광체 2개와 파장변이섬유 3개를 사용하고, 파장변이섬유 끝에 센서를 부착하여 최적화 모듈을 설계하였다. 섬광체와 파장변이섬유 및 센서를 연결시키는 연결물질과 섬광체와 파장변이섬유의 반사체 물질에 따른 센서에서의 빛 수집율 및 센서별 빛 수집 비를 통해 최적의 조합을 도출하였다. 연결물질은 에폭시를 사용하고 반사체 물질은 섬광체와 파장변이섬유에서 각각 난반사체 및 거울반사체를 사용한 조합에서, 가장 높은 빛 수집율과 센서별 빛 수집 비를 보였다.

Earthquakes are very dangerous. They exemplify the true power of nature and cannot be avoid. Coupled shear walls are walls connected by moment- resisting members. The main subject investigated in this research project is the influence of steel fibers on the behaviour of coupling beams in shear.

This paper describes the analysis results of coupling beams using steel fiber reinforced concrete for comparison with measure behaviors. Analysis is performed by the finite element analysis program, Vector 2. The results show possibility that relieve complex detail of diagonally reinforced coupling beam.

This paper addresses the shear strength based on ACI 318-88 code and proposed equation by Park & Yun for steel fiber coupling beams containing steel fiber.

This paper addresses failure modes of steel fiber coupling beams containing steel fiber. It shows that steel fiber of coupling beams efficiently controlled increase of crack width by bridge action.

The objective of this study is to investigate the influence of PVA Fiber on flexural yielding coupling beam. Test variable of this study is material type of coupling beam. Test results showed that coupling beam with PVA material experienced multiple micro craks.