This study examined the safety and reliability of code equations for the bond strength of FRP bars with concrete using test data compiled from the different sources. ACI equations have a better agreement with test results, whereas high overestimation is observed in JSCE equations.

신재생에너지원 중 가장 큰 비율을 차지하고 있는 폐기물은 소각, 매립 등으로 폐기되고 있다. 그러나 생활폐기물 에너지화에 대한 연구가 지속적으로 진행됨에 따라, 현재 생활폐기물 처리시설에서는 SRF생산 공정을 도입하고 있는 추세이다. SRF는 평균 3,500 kg/kcal의 발열량을 나타내며, 대체연료로써 주목을 받고 있다. 그러나 SRF는 성형을 위한 추가적인 비용이 필요하기 때문에, 비성형 폐기물의 에너지화 기술에 대한 많은 연구가 진행되고 있다. 폐기물 에너지화 기술 중 가스화는 고형시료를 합성가스로 전환하는 기술로 저급연로를 고 효율화를 기대할 수 있다. 본 연구는 8ton/day 용량 pilot-scale 비성형 고형연료 가스화 공정에서 수행되었으며, 대기오염 방지시설은 사이클론, 열교환기, 탈염/탈질/탈황 장비, 습식 전기집진기, 수분제거장치로 구성되어 있다. 위의 공정에서 최근 문제가 되고 있는 미세먼지를 다단입경분석기를 이용하여 채취하였다. 채취된 시료는 건조 및 무게측정을 통해 대기오염 방지시설 구간별 미세먼지 분포를 살펴보았고, 각 대기오염 방지시설별 제어효율을 도출하였다. 추가적으로 채취된 입도별 미세먼지 시료는 ICP-MS분석을 통해 K, Cr, Mn, Ni, Cu, Zn, As, Cd, Pb에 대한 거동을 살펴보았다.

This study examined the effectiveness of the slip-resistance bars on the shear strength and slip displacement components of squat heavyweight concrete (HWC) shear walls with construction joints at the base interface. For the slip-resistance bars, X-, W-, and Ω-shaped bars were arranged at the base interface. W-shaped bars were more effective than the other bars in reducing the slip displacement at the base interface, in particular at the high inelastic level of the drift ratio of 2.0%.

This study examined the flexural performance of hybrid steel beam-reinforced concrete beam systems with a relatively simple and ductile connection. Test results showed that the flexural strength of the hybrid beams can be conservatively predicted using the equivalent stress block derived in the ACI 318-14 provisions. The dowel bars arranged within the connection were effective in enhancing the ductility of the hybrid beams.

This study tested two RC columns with 500 mm square section under the constant axial loading and cyclic lateral loadings to examine the effectiveness of supplementary V-ties in enhancing the ductility of columns. The displacement ductility ratio of V-tie column was 1.5 times higher than that of the companion cross-tie columns.

This experiment was conducted to identify the variations in inorganic nutrients and plant growth in millet (Panicum miliaceum L.) due to soil salinity. The soil series was Munpo and soil texture was silt loam. The experimental soil was amended so that the soil had salinities of 0.8 dS m-1, 1.6 dS m-1, 3.2 dS m-1 and 4.8 dS m-1. Millet was transplanted 15 days after sowing. As soil salinity increased, the degree of reduced growth was in the order of seed production > root dry matter > plant dry matter > culm length > tiller number > stem thickness > Panicle length. Seed production was decreased to 18.9% in soil salinity of 1.6 dS m-1, 36.9% in of 3.2 dS m-1, and 50.7% in EC of 4.8 dS m-1. Root dry matter decreased to 35.8% in EC of 3.2 dS m-1, and to 40.5% in EC of 4.8 dS m-1. As soil salinity increased, Total nitrogen content increased in all aboveground parts, roots and seeds. However, There was no difference in CaO, P2O5, K2O and, MgO in soils of different salinity. On the other hand, Na2O content was higher in the order roots> shoots> seed, and in the case of roots, Na2O content increased to 1.02% in soil salinity of 4.8 dS m-1. However, up to soil salinity of 1.6 dS m-1, the Na2O content of the seed was similar to that in plant grown in the Control conditions(0.8 dS m-1). In conclusion, taking into consideration economic factors, millet could be cultivated in soil with salinities of up to approximately 1.6 dS m-1, and seed produced from reclaimedland would be suitable for human consumption.

This study was examined to the shear friction applied compressive stress at construction joint and monolithic joint with or without transverse reinforcement. The analysis of test results were compared with ACI 318 code. The reduction ratio of the shear friction strength regardless of construction joint were similar with ACI 318 code. The relative slip amount at the peak of shear stress on the all of the specimens was increased about 33% by the transverse reinforcement.

The purpose of this study was to evaluate the sulfate attack of ternary blended concrete based on low-heat cement for reducing the heat of hydration. The main parameters were water-to-binder ratio and curing temperature on the matching mixtures. Test results revealed that compressive strength ratio at each age was superior to the developed mixtures than control mixtures. Whereas, the mass change ratio was superior to the control mixture at all ages.

This study was to analysis the hydration heat and crack index considering the buttress part of the basic nuclear containment walls. The maximum hydration heat of buttress part was higher about 6% than those conventional containment wall. Also, early crack index of buttress part by hydration heat was decreased about 26% than conventional containment wall. Whereas the crack index by external restraint were similar on the all of specimens.

Preliminary tests confirmed that the addition of nanoscale composites possess significant potential to provide mortars with purification properties.

The mechanical and thermal properties of high temperature aluminate cementitious thermal storage material were investigated in this paper. Alumina cement was used as basic binder and the effect of the replacement of fly ash, silica fume, calcium sulfo aluminate and graphite for alumina cement was investigated.

This study was evaluated of flexure strength and ductility of a V-tie arrangement method in reinforced concrete columns under a variable axial force. The axial load level varied to be 0.25, 0.4, and 0.55 for columns with V-ties or crossties. As compared with displacement ductility ratio and the work damage indicator of the companion crosstie columns, the V-tie columns had higher value as much as 1.5 times, 5.2 times for the axial load level of 0.55, respectively.

The purpose of this study is to analyze the trend of domestic and foreign steel plate shear wall (SPSW) systems. The investigated countries were three, such as Korea, Canada, and U.S. The full scale or scale down specimens were preponderantly investigated. The details and performances of all specimens were compared for each other.

This study was experimented direct shear strength of normal-weight and heavyweight concrete considering transverse reinforcement type(Vertical and X Type). The test results showed that the direct shear strength of heavyweight concrete was 20% higher than normal-weight concrete. also, direct shear strength of transverse reinforcement was effective at least 1.47 times regardless of the type of concrete.

The purpose of this study was to evaluate the shrinkage of ternary blended concrete based on low-heat cement for reducing the heat of hydration. The main parameters were water-to-binder ratio and curing temperature(5, 20, 40℃). Test results showed that the shrinkage significantly was influenced by water-to-binder ratio than binder type. The shrinkage strain of all of the mixtures was increased with increasing the curing temperature.

용융아연도금(galvanizing)은 콘크리트 구조물의 철근 부식 문제를 해결하기 위해 사용된다. 용융아연도금 철근 콘크리트 보의 부착강도 영향에 대한 자료는 거의 없는 실정이다. 따라서, 이 연구의 목적은 용융아연도금철근이 콘크리트 보의 부착강도에 미치는 영향을 파악하는 데 있다. 용융아연도금철근을 사용한 부재와 일반철근을 사용한 부재의 구조실험을 통하여 겹침이음 거동과 부착강도 특성을 비교하였다. 실험변수로써 철근의 용융아연코팅 유무, 철근 직경과 겹침이음 길이를 고려하였다. 용융아연도금 철근콘크리트 보의 균열 및 파괴 특성을 파악하였다. 용융아연도금철근 콘크리트 보의 겹침이음부 휨 거동특성은 일반철근 콘크리트 보의 겹침이음부 휨거동과 유사한 것으로 나타난다. 또한, 용융아연도금철근의 사용은 일반철근을 사용할 때에 비해 콘크리트 보의 부착강도에 불리한 영향을 미치지는 않는 것으로 나타났다.

This study analyzed the temperature rise and thermal cracking in the nuclear containment structures owing to the hydration heat of cementitious materials. The main parameters investigated were the one-layer casting height of concrete to examine the shortening of construction time of the structures. The current mixture proportions of concrete needs to be modified to increase the one-layer height of concrete, minimizing the likelihood of the occurrence of thermal cracks.

This paper presented to study used Abaqus on steel plate bonded reinforcement technology for column to beam connections, and then the result showed that steel plate bonded reinforcement technology has great reinforcement effect for RC column to beam joint. Also the steel plate bonded reinforcement technology was safety and convenient operation.

Steel moment-resisting frames are susceptible to large lateral displacements during severe earthquakes. However, frequent damage to concentrically braced frames in past earthquakes, such as the 1994 Northridge earthquakes, has raised concerns about the ultimate deformation capacity of this class of structure. Also, there is no way to accurately predict the behavior of the brace member in the event of earthquakes. Therefore, the objective of this study is to compare the performance of chevron braced frames when they are used in the upgrade of deficient RC frames.

The objective of this study is to evaluate the location of a failure surface generatrix and the punching shear strength of hollow plat slabs. The main test parameters was the location of a starting position of hollow materials that varied between 1d and 3d, where d is effective depth of slab section. Based on test results, the starting position of hollow materials in plat slabs is recommended to be more than 2d to avoid the reduction of concrete punching shear strength.