Recently, high-rise residential buildings in Korea have adopted slender shear walls with irregular section shapes, such as T-shape, H-shape, and C-shape. In the seismic design of the slender shear walls, the transverse reinforcement for lateral confinement should be provided in the boundary elements to increase deformation capacity and subsequent ductility. However, in practice, the irregularity of the shear walls is not adequately considered, and the lateral confinement region is calculated for the rectangular wall segments. This study investigated the proper design method for lateral confinement regions using finite element analysis. The lateral confinement region was considered in analysis for two cases: 1) as a typical rectangular wall segment and 2) as an irregular wall. When the irregularity of the walls was considered, the compression zone depth was increased because the vertical reinforcement in the flange was addressed. The effect of lateral confinement design methods on the structural performance of the walls was directly compared under various design parameters, including the length of the flange, concrete compressive strength, vertical rebar layout, axial load ratio, and loading direction. According to the results of the parametric analysis, the peak strength and deformation capacity could be significantly increased when the lateral confinement region was calculated based on irregularly shaped walls, regardless of the design parameters. In addition, the effective compression zone was located within the lateral confinement region. Thus, it is recommended that the lateral confinement region of T-shaped walls is calculated by addressing the irregularity of the walls.

Code-compliant seismic design should be essentially applied to realize the so-called emulative performance of precast concrete (PC) lateral force-resisting systems, and this study developed simple procedures to design precast industrial buildings with intermediate precast bearing wall systems considering both the effect of seismic and blast loads. Seismic design provisions specified in ACI 318 and ASCE 7 can be directly adopted, for which the so-called 1.5S y condition is addressed in PC wall-to-wall and wall-to-base connections. Various coupling options were considered and addressed in the seismic design of wall-to-wall connections for the longitudinal and transverse design directions to secure optimized performance and better economic feasibility. On the other hand, two possible methods were adopted in blast analysis: 1) Equivalent static analysis (ESA) based on the simplified graphic method and 2) Incremental dynamic time-history analysis (IDTHA). The ESA is physically austere to use in practice for a typical industrial PC-bearing wall system. Still, it showed an overestimating trend in terms of the lateral deformation. The coupling action between precast wall segments appears to be inevitably required due to substantially large blast loads compared to seismic loads with increasing blast risk levels. Even with the coupled-precast shear walls, the design outcome obtained from the ESA method might not be entirely satisfactory to the drift criteria presented by the ASCE Blast Design Manual. This drawback can be overcome by addressing the IDTHA method, where all the design criteria were fully satisfied with precast shear walls’ non-coupling and group-coupling strength, where each individual or grouped shear fence was designed to possess 1.5S y for the seismic design.

This study presents code-compliant seismic details by addressing dry mechanical splices for precast concrete (PC) beam-column connections in the ACI 318-19 code. To this end, critical observations of previous test results on precast beam-column connection specimens with the proposed seismic detail are briefly reported in this study, along with a typical reinforced concrete (RC) monolithic connection. On this basis, nonlinear dynamic models were developed to verify seismic responses of the PC emulative moment-resisting frame systems. As the current design code allows only the emulative design approach, this study aims at identifying the seismic performances of PC moment frame systems depending on their emulative levels, for which two extreme cases were intentionally chosen as the non-emulative (unbonded self-centering with marginal energy dissipation) and fully-emulative connection details. Their corresponding hysteresis models were set by using commercial finite element analysis software. According to the current seismic design provisions, a typical five-story building was designed as a target PC building. Subsequently, nonlinear dynamic time history analyses were performed with seven ground motions to investigate the impact of emulation level or hysteresis models (i.e., energy dissipation performance) on system responses between the emulative and non-emulative PC moment frames. The analytical results showed that both the base shear and story drift ratio were substantially reduced in the emulative system compared to that of the non-emulative one, and it indicates the importance of the code-compliant (i.e., emulative) connection details on the seismic performance of the precast building.

콘크리트 도로포장의 보강재로 사용된 철근은 염해나 중성화 등으로 인하여 지속적인 손상이 발생하고 있으며, 이에 따른 유지관리 비용의 증대가 사회적 관심으로 대두되고 있다. 이를 해결하기 위하여 건설분야에서는 철근보다 내부식성 및 내알칼리성이 뛰어난 유 리섬유강화폴리머(Glass Fiber Reinforced Polymer, GFRP)가 사용되고 있다. 하지만, 수분 및 염해 등의 환경에 대한 내구성 검증은 충분히 이루어지지 않고 있는 실정이다. 따라서, 이 연구에서는 국내외에서 생산하는 직경 22mm GFRP 보강근을 ASTM D570에 의 거하여 흡수율 품질기준을 평가하였다. 흡수율 실험결과, 국내에서 생산된 GFRP의 경우 가장 높은 0.15% 수준의 흡수율을 나타내었으며, 해외에서 생산된 GFRP의 경우 0.03% 이내 수준의 흡수율을 나타내었다. 이는 KCI-GFRP 101 : 2024 및 ASTM D7957에서 제시하고 있는 GFRP 보강근 흡수율 품 질기준은 0.25% 이하를 모두 만족하는 것으로 분석되었다. 철근대체제로써 활용을 위해서는 장기침지 및 특수한 환경 등에 대한 내구 특성에 대한 추가적인 실험적 검토가 필요할 것으로 판단된다.

Recycled cenosphere, which is a hollow shaped particle from fly ash, has become attractive as a building material due to its light weight and excellent heat insulation and soundproof properties. In this paper, we investigated the effect of cenosphere size on the physical and optical properties. High brightness of cenosphere as raw material is required for a wide range of ceramics applications, particularly in fields of building materials and industrial ceramic tiles. Cenospheres were sorted by particle size; the microstructure was analyzed according to the cenosphere size distribution. Cenospheres were generally composed of quartz, mullite, and amorphous phase. Colour measurement corresponding to chemical composition revealed that the contents of iron oxide and carbon in the cenospheres were the major factors determining the brightness of the cenospheres.

Abstract Y2Ti2O7 nanoparticles (0.3 mol%) have been successfully synthesized by the co-precipitation process. The samples, adjusted to pH7 with ammonia solution as catalyst and calcined at 700~900 ℃, exhibit very fine particles with close to spherical shape and average size of 10-30 nm. It was possible to control the size of the synthesized Y2Ti2O7 particles by manipulating the conditions. The Y2Ti2O7 nanoparticles were coated on a glass substrate by a dipping coating process with inorganic binder. The Y2Ti2O7 solution coated on the glass substrate had excellent adhesion of 5B; pencil hardness test results indicated an excellent hardness of 6H. The thickness of the thick film was about 30 μm. Decomposition of MB on the Y2Ti2O7 thin film shows that the photocatalytic properties were excellent.

Vibrio 속에 속한 세균에 의한 식중독은 오염된 해산물식품의 섭취로 인하여 빈번하게 발생하고 있다. 그러므로 해산물을 날것으로 섭취하는 한국인의 특성을 고려할 때, 빠르고 정확한 Vibrio 검출기술은 식품위생 및 공중보건의 측면에서 매우 중요하다. 이와 관련하여 본 연구에서는 전통적인 배지를 이용한 동정방법의 단점을 보완할 수 있는 생화학적 방법인 Vitek 2 system방법과 분자생물학적 방법인 species-specific PCR 방법을 사용하여 얻은 동정결과를 비교·평가하고자 하였다. 본 연구에서는 5개의 Vibrio 표준균주와 16S rRNA gene sequencing 결과에 의하여 Vibrio 속으로 확인된 24개의 분리균주가 이용되었다. Vitek 2 system방법을 이용한 경우, 이와 같이 본 연구에 사용된 29개 균주 중 Vibrio 표준균주 2개(2/5, 40%), 16S rRNAgene sequencing 결과 Vibrio 속으로 확인된 분리균주 15개(15/24, 62.5%) 등의 총 17개 균주(17/29, 58.6%)가 Vibrio 종으로 동정되었다. 그리고 species-specific PCR방법을 이용한 경우, 위의 29개 균주 중 Vibrio 표준균주 5개(5/5, 100%), 16S rRNA gene sequencing 결과 Vibrio 속으로 확인된 분리균주 16개(16/24, 66.7%) 등의 총 21개 균주(21/29, 72.5%)가 Vibrio 종으로 동정되었다. Vitek 2 system방법과 species-specific PCR방법을 이용하여 동정된 결과를 비교하였을 때 표준균주 중 V. parahaemolyticus, V. mimicus등의 2개(2/5, 40%), 새우분리균주 24개 중에서 16S rRNAgene sequencing 결과 Vibrio 속으로 확인된 분리균주 7개(7/24, 29.2%) 등의 총 9개(9/29, 31%) 균주들에 대한 동정결과만이 일치하였다.

Yttria-stabilized zirconia (YSZ) coatings are fabricated via suspension plasma spray (SPS) for thermal barrier applications. Three different suspension sets are prepared by using a planetary mill as well as ball mill in order to examine the effect of starting suspension on the phase evolution and the microstructure of SPS prepared coatings. In the case of planetary-milled commercial YSZ powder, a deposited thick coating turns out to have a dense, vertically-cracked microstructure. In addition, a dense YSZ coating with fully developed phase can be obtained via suspension plasma spray with suspension from planetary-milled mixture of Y2O3 and ZrO2.

Underlayer의 종류 및 두께가 Al 박막의 배향성 및 면저항 변화에 미치는 영향을 연구하였다. Al의 underlayer로서 sputtering 방식으로 증착되는 Ti와 TiN이 적층된 구조인 Ti/TiN이 사용되었으며, 각각에 대해 두께를 변화시키면서 Al 박막의 배향성, 면저항을 조사하였고, 400˚C, N2 분위기에서 열처리하면서 면저항의 변화를 조사하였다. Ti만을 Al의 underlayer로 사용한 경우, Ti두께가 10nm 이상이면 우수한 Al<111> 배향성을 나타냈으며 Al-Ti 반응 때문에 열처리 후 Al 배선의 면저항이 크게 상승하였다. Ti와 Al사이에 TiN을 적용함에 의해 Al<111> 배향성은 나빠지나 Al-Ti 반응에 의한 면저항의 증가는 억제할 수 있었다. Ti/TiN underlayer의 경우, 우수한 Al<111> 배향성을 확보하기 위한 Ti의 최소두께는 20nm이었고, Al-Ti 반응을 억제하기 위한 TiN의 최소두께는 20nm이었다.

반도체 소자가 고집적화 됨에 따라 단위공정의 수가 증가하게 되었고 동시에 실리콘 기판의 오염에 대한 문제가 증가하였다. 실리콘 기판의 주 오염물로는 유기물, 파티클, 금속분순물 등이 있으며 특히, Cu와 Fe과 같은 금속불순물은 이온주입 공정, reactive ion etching, photoresist ashing과 같은 실 공정 중에 1011-1013atoms/㎤정도로 오염이 되고 있다. 그러나 금속불순물 중 Cu와 같은 전기음성도가 실리콘 보다 큰 오염물질은 일반적인 습석세정방법으로는 제거하기 힘들다. 따라서 본 연구에서는 Cu와 Fe과 같은 금속불순물을 제거할 목적을 건식과 습식 세정방법을 혼합한 UV/ozone과 HF세정을 제안하여 실시하였다. CuCI2와 FeCI2 표준용액으로 실리콘 기판을 인위적 오염한 후 split 1(HF-only), split 2 (UV/ozone+HF), split 3 (UV/ozone + HF 2번 반복), split 4(UV/ozone-HF 3번 반복)를 실시하였고 TXRF(Total Reflection X-Ray Fluorescence)와 AFM(Atomic Force Microscope)으로 금속불순물 제거량과 표면거칠기를 각각 측정하였다. 또한 contact angle 측정으로 세정에 따른 표면상태도 측정하였다. TXRF 측정결과 split 4가 가장 적은 양의 금속불순물 잔류량을 보였으며 AFM 분석을 통한 표면거칠기도 가장 작은 RMS 값을 나타내었다. Contact angle 측정 결과 UV/ozone 처리는 친수성 표면을 형성하였고 HF처리는 소수성 표면을 형성하였다.