Poly(ether-block-amide)(PEBA, PEBAX)는 열가소성 탄성체로서 단단하고 견고한 성질과 부드럽고 유연한 성질을 동시에 지니고 있기 때문에 분리 막 이용 시 우수한 기계적 특성, 선택도, 높은 투과도를 제공할 수 있다. Chitosan은 갑 각류에서 얻을 수 있는 친환경적인 고분자 물질이나 Chitosan을 분리 막 이용시 낮은 기계적 안정성, 열적 안정성, gas barrier 성질들로 인해 이용하는데 한계가 있다. NaY Zeolite 친수성이 강한 가장 대표적인 제올라이트로서 강한 친수성과 분자체 효과에 의한 기체 투과 특성을 제공한다. 본 실험에서는 PEBAX와 Chitosan에 NaY Zeolite를 첨가하여 복합 막을 제조 하고 물리화학적 특성을 알아보았다. 기체 투과 실험은 국산 Sepra Tek사재 VPA-601을 사용하여 측정하였다. 기체투과실험은 일정압력의 조건에서 온도별, 고분자의 함량별로 행하였다.

Pultruded fiber reinforced polymeric plastic (PFRP) has many advantages such as high corrosion resistance, high specific stength/stiffness, light weight, etc. Pultrusion is a manufacturing process for producing continuous lengths of reinforced polymeric structural shapes with constant cross-section. The mechanical property of PFRP is usually regarded as an orthotropic material. The pultruded structural shapes are usually composed of thin-walled plate element. Because the composite material has relatively low elastic moduli, the design of pultruded compression members may not be governed by the material strength limit state but by the stability limit state such as the local buckling. Therefore, the stability limit state must be checked to design pultruded thin-walled compression members. In this paper, we present the analytical study results of elastic buckling strength of PFRP orthotropic plates with different fiber volume ratios. The local buckling analysis of pultruded compression members was conducted for various composite materials using the closed-form solution. From the study it was found that if E11/E22 is increased then the plate buckling coefficient, hence the plate buckling strength, is decreased.

In the water supply pipeline system, pipes made by cast iron, PE, PVC are generally used. However, the structural performance of these materials can be declined when used for long periodsof time because of corrosion, creep, deterioration of the material, etc. while glass fiber reinforced polymer plastics (GFRP) have many advantages such as light-weight, corrosion resistance, smooth surface, etc. For these reasons, GFRP pipes are good for construction when it is buried underground and are increasing trend in applying the water supply pipeline system. Therefore, more optimized structural design methodology should be developed. In this paper, we confirm pipe stiffness (PS) of GFRP pipe in which the pipe stiffness indicates the load-bearing performance. We compared data of parallel-plate loading test and theoretically predicted PS by the classical elasticity theory and the finite element method (FEM).

In the water supply pipeline system polyethylene (PE), polyvinyl chloride (PVC), and ductile cast iron pipe are mostly used. However, they have some problems such as reduced durability due to material degradation, defects in connections, the pipelines breakage, and lack of continuous maintenance. Recently, research on durable and outstanding corrosion resistance glass fiber reinforced polymer plastic (GFRP) pipe is being actively conducted. GFRP is classified into the flexible pipe and when soil pressure and live load act on buried GFRP pipe, the load acting on the pipe is transferred to the surrounding soil. So, pipe will support the load with the surrounding soil. In this paper, to apply GFRP pipe for the water supply pipeline system, the structural reliability of GFRP water supply pipe buried underground should be investigated by examining the mechanical properties of GFRP pipe as well as the soundness of the pipe under buried state. The field test of buried pipe is conducted and the results are analyzed and discussed.

Pipe line for the water supply and/or drainage is one of the most important life lines which is usually suffered from the damage due to exterior load induced deformation and due to the lack of support resistance provided by the surrounding soil. GFRP (Glass Fiber Reinforced Polymer Plastic) pipes are generally thinner, lighter, but stronger than the existing concrete or steel pipes, and it is excellent in stiffness/strength per unit weight. In this study, we present the result of field test for buried RPMP (Reinforced Polymer Mortar Pipe) and RTRP (Reinforced Thermosetting Resin Pipe) pipes with 2,400mm diameter. The vertical and horizontal ring deflections are measured for 387 days. The ring deflection of RPMP and RTRP measured by the field test is compared with the ring deflection limitation (5%) according to ASTM D 2412.

This study was performed to develop a new process technology for advanced wastewater treatment using a modified Rotating Activated Bacillus Contactor (RABC) process that adopts anoxic-oxic suspended biomass tanks to enhance nutrients removal. A modified lab-scale RABC process was applied to examine its applicability and to obtain the design factors for the optimum operation of the system. The modified RABC process showed a little more stable and high nutrients removal efficiency than the prototype RABC process: about 70% of nitrogen and 55% of phosphorous removal when the low organic loading (influent COD 200mg/L). However, the processing efficiency of nutrients removal rates was enhanced to great extent when high organic loading: nitrogen 90% and phosphorous 85% (influent COD 500mg/L). High organic loading stimulated extremely good biomass attachment on the reticular carrier RABC stage and the excellent nutrients removal, nevertheless with almost no offensive odor.

The industrialization and urbanization forced to increase the density of pipelines such as water supply, sewers, and gas pipelines. The materials used for the existing pipe lines are mostly composed of concretes and steels, but it is true that the development for more durable and efficient materials has been continued performed to produce long lasting pipe lines. Recently, underground pipes serve in diverse applications such as sewer lines, drain lines, water mains, gas lines, telephone and electrical conduits, culverts, oil lines, etc. In this paper, we present the result of investigation pertaining to the structural behavior of unplasticized polyvinyl chloride (PVC-U) flexible pipes buried underground. In the investigation of structural behavior such as a ring deflection, pipe stiffness, 4-point bending test, experimental and analytical studies are conducted. In addition, pipe stiffness is determined by the parallel plate loading tests and the finite element analysis. The difference between test and analysis is about 8% although there are significant variations in the mechanical properties of the pipe material. In addition, it was found by the 4-point bending test there is no problem in the connection between the pipes by coupler.

In this paper, we present the result of analytical investigation pertaining to the structural behavior of steel-concrete composite plate girder with arch-type web stiffener. In the arch-type web stiffener located in the compression side of web, infill concrete is cast to strengthen the arch-type stiffener and also to exert resisting force against compression force. This type of composite steel-concrete plate girder bridge is built and is in service. To understand the behavior thoroughly, analytical parametric study was conducted by using the finite element method. As a result it was found that the effect of arch-type stiffener with infill concrete is considerable for the design of such type composite girder bridge.

PEBAX[poly(ether-block-amide)는 열가소성인 탄소체로 부드럽고 유연한 폴리에테르와 단단한 폴리아마이드의 블록으로 이루어졌다. 두 compounds는 기체 분리막에 있어 필수적인 특성을 가지고 있다. 폴리에테르는 높은 투과도를 제공하고 폴리아마이드는 기계적 강도가 좋고 기체 선택성도 우수하다. GO(Graphene oxide)는 흑연으로부터 제조하여 재료의 습득이 용이할 뿐 아니라 기체투과에 선택적 배리어로서 작용한다. 본 연구에서는 GO에 열을 가한 뒤, 함량을 달리한 PEBAX-GO 복합막을 제조하고, 제조된 막의 물리화학적 특성, 기체투과도, 선택성에 대해 연구하였다.

Poly(ether-block-amide)(PEBA, PEBAX)는 열가소성 탄성체로서 분리 막 소재로 이용할 경우 우수한 기계적 특성, 선택도, 높은 투과도를 제공할 수 있을 것으로 기대된다. Chitosan은 키틴에서 탈 아세틸화하여 얻은 불용성 고분자 물질로 Chitosan을 넣은 고분자막은 CO2의 막 투과도가 높아지는 특징이 있다. 본 실험에서는 복합 막을 제조하고 물리화학적 특성을 IR, XRD, TGA, SEM을 통하여 알아보았다. 기체 투과 실험은 국산 Sepra Tek사재 VPA-601을 사용하여 측정하였다. 기체투과실험은 3bar의 조건에서 온도별, 첨가된 고분자의 함량별로 행하였다.

In this paper, we present the result of investigations pertaining to the elastic buckling of simply supported columns with various cross-sectional dimensions but the same length and volume. In the investigations the accuracy of the analysis methods is studied and it was found that the result obtained by the successive approximations technique is the most accurate. In addition, the elastic buckling loads of columns with variable cross-section dimensions are obtained by the theoretical and numerical methods. From the results, it was found that the buckling loads obtained by the numerical methods are close to the buckling loads obtained by the successive approximations technique for the practical standpoints. Moreover, the buckling load of column with convexity in its middle is the highest while the buckling load of the tapered column is the lowest as expected.

건강기능식품 등 중 수용성 비타민 B군 (비타민 B1, 비타민 B2, 나이아신, 비타민 B6)의 동시분석 방법을 확립하기 위하여 본 연구를 실시하였다. HPLC에 의한 수용성 비타민 B군의 분석 방법은 기기분석조건을 확립하고, 국내외 시험법 및 논문을 참고하여 시험 데이터를 분석하였다. 수용성 비타민 B군의 HPLC 분석은 270 nm에서 Capcell Pak C18 UG 120 컬럼을 사용하여 진행되었다. 분석법 검증은 수용성 비타민 B군의 직선성, 정확성, 정량한계, 정밀성에 대해 수행되었다. 직선성은 비타민 B1, 비타민 B2,나이아신(nicotinic acid, nicotinamide), 비타민 B6 모두0.1~2 μm/mL의 농도범위에서 R2= 0.999 이상의 우수한 직선성을 확인할 수 있었다. 회수율을 검토한 결과, 비타민 B1 100~103%, 비타민 B2 104~112%, nicotinic acid 82~85%, nicotinamide 121~124%, 비타민 B6 95~104%의 양호한 회수율을 확인할 수 있었다. LOQ는 비타민 B1 0.04μm/mL, 비타민 B2 0.05 μm/mL, nicotinic acid 0.15 μm/ mL, nicotinamide 0.08 μm/mL, 비타민 B6 0.63 μm/mL 이었다. 정밀성을 검토한 결과, B1 0.4%, 비타민 B2 0.4%, nicotinic acid 0.5%, nicotinamide 0.7%, 비타민 B6 0.4% 로 1% 이내로 양호한 재현성을 확인할 수 있었다. 또한 동시 분석법의 정확성을 검증하기 위하여 어린이 기호식품 및 건강기능식품의 표시함량 모니터링을 수행한 결과, 모두 표시기준에 적합함을 확인할 수 있었다.

Prestressed concrete (PSC) is a method in which prestressed tendon is placed inside and/or outside the reinforced concrete member and the compressive force applied to the concrete in advance to enhance the engineering properties of concrete member which is weak under tension. In this paper we suggested the precast PSC girder assembled with segments of portable size and weight at the factory. The segments of precast PSC girder will be delivered and assembled as a unit of PSC girder at the site. Consequently, we suggested new-type of precast segmented PSC girder with different shapes of segment cross-section (i.e., I-shape, Box-shape). To mitigate the problems associated with the field splice between the segments of precast PSC girder anchor system is attached near the neutral axis of the girder and relatively uniform compression throughout the girder cross-section is applied. Prior to the experimental investigation, analytical investigation on the structural behavior of precast PSC girder was performed and the serviceability (deflection) and safety (strength) of the girder were confirmed. In addition, 4-point bending test on the girder was conducted to investigate the structural performance under bending. From the experimental investigation, it was found that the precast PSC girder spliced with 3 and 5 segments has sufficient in serviceability and safety conditions and it was also observed that the point where the segments spliced has no defects and the girder behaves as a unit.

The purpose of this study is to examine the impact of perceived sustainability management fit of SPA brands on consumer purchase intention. A survey was conducted targeting women in their 20s and 30s from April 27th to May 6th 2013, and a total of 350 questionnaires were used in the final analysis. Frequency analysis, reliability analysis, factor analysis, ANOVA, simple regression analysis and multiple regression analysis were carried out using SPSS ver 21.0. The results of this study are as follows. First, fit of all three areas- economic, ecological and socialof sustainability management activities have a significant impact on consumer perception on sustainability activities. Second, perceived sustainability activities by SPA brands are found to have a positive effect on brand attitude, brand trust and consumer satisfaction. Third, brand attitude and consumer satisfaction forged by perceived sustainability activities by SPA brands have a positive impact on consumers' purchase intention. Based on the result of this study, the following marketing implications can be suggested. First, SPA brands need to be more active in all three area of sustainability activities while coming up with measures for differentiated social sustainability activities. Second, SPA brands need to meet their primary obligation by providing consumers with quality products at a reasonable price. Third, SPA brands need to recognize the potential value of sustainability activities as a driver of a longstanding relationship with consumers as well as long-term profit and value creation, leading to a great financial performance.

Prestressed concrete PSC girders are efficient in terms of structural performance, economical efficiency and constructability. However, PSC girders have overtuning risk in construction in which extra work needs to protect. The low center of gravity girder (MPC girder) is more stable and easier to construct than the traditional PSC girder, which has tweaked end point and mono-tendon anchor. In this study, we evaluated the structural advantages in the deflection (slope) and stress on the link slab by using the finite element method. As a result, it was found that the reinforcement in the link slab for the bridge continuation may be reduced because of less displacement.

FRP members which have light weight, high specific strength and stiffness, and good corrosion resistance are used widely in the electrical transmission system. Recently, FRP instead of steel, wood, and concrete tower is installed and in use. In this paper, we investigated the feasibility of replacement of traditional materials (steel, wood, and concrete) in electrical transmission towers by the fiber reinforced polymer plastic (FRP) members through the literature review. It was found that the FRP electrical transmission towers were applied in many countries due to its various advantages.

In recent years, the Glass Fiber Reinforced Polymer Plastic (GFRP) structural shapes are available in civil engineering applications. Among many manufacturing techniques used for GFRP structural shapes, pultrusion process is one of the most widely used techniques to produce the structural members in civil engineering applications. This study was focused on the mechanical behavior of singly bolted lap-joint connection with various hole clearances (tight-fit: 0.5mm, 1.0mm, 1.5mm, 2.0mm, 3.0mm) in Pultruded GFRP structural members. The specimens with single bolt-hole have been tasted in tension under bolt-loading conditions. The failed specimens were examined for their failure load and fracture patterns with respect to the various hole clearances.

GFRP (glass fiber reinforced polymeric plastic) composite members are superior construction materials because they have higher specific strength and stiffness than steel and concretes. In addition, they also have high resistance to chemical corrosion. However, in many existing researches it reported that GFRP members have less resistance to ultra-violet ray (UV-ray), so they may cause critical structural problems due to changes of mechanical properties when the material is long-term exposed under UV-ray. In this study, we investigated whether these reports are reliable through two processes. First, we reviewed existing researches on the FRP members’s resistance to UV-ray, and then we conducted tensile strength test for GFRP sample exposed to UV-ray for 30 months (900 days). These two processes showed that mechanical properties of GFRP members do not change under long-term UV-ray exposure and they have enough resistance to UV-ray.

Other countries(USA, Europe) have performed the fire resistance design of buildings by the alternative performance design methods, which are based on fire engineering theories. However, in Korea, the process on the alternative fire resistance performance design has only suggested without any applications for real steel structures. Therefore, In the case of steel structures stagnant research on refractory measures face difficulties in introducing fire resistance design. In this study, first of all, Intumescent paint was analyze the thermal properties(thermal conductivity, specific heat and density). In Sequence, using the section factor by H-standard section propose of section concrete filled steel tube and hollow. finally presents a reasonable thickness Intumescent paint takes time to target performance of the proposed cross-section steel tube.

The purpose of this study is to analyze the factors that lead to continuous use intention of SNS marketing. The research model was designed to investigate the SNS factors that affect use intention based on TAM (Technology Acceptance Model) suggested by Davis (1986). The survey focused on age twenties to thirties male and female who had experience in receiving fashion brands message through Facebook. 329 questionnaires were used to analyze the results of study, and SPSS 12.0 was used to conduct factor analysis, reliability analysis, and multiple regression analysis. The results of this research are as follows. First, interaction/playfulness, information, reliability, and convenience of access were extracted as the characteristics of fashion brands SNS marketing. Second, all SNS factors had significant relation on perceived usefulness. But only interaction/playfulness and convenience of access showed significant relation on perceived ease of use. Third, perceived usefulness and perceived ease of use affected continuous use intention. Forth, continuous use intention had significant relation on brand attitude and showed direct and indirect significant relation to purchase intention.