Structure Insulated Panel (SIP) is an wooden structure material with which structure and insulation functions are satisfied. Hence, it would be a cost-effective model to implement low energy house which has higher insulation and structure performance and which the wall thickness is able to be reduced. In this study, performance of thermal insulation and fire resistance were evaluated in order to verify applicability to low energy house. Fire resistance test is performed on vertical load bearing members for partitions, and the test results satisfy one hour of fire resistance condition according to KS F 2257. The members include two layers of fireproof gypsum board with thicknesses of 12.5mm attached to SIP. Thermal insulation performance is satisfied with the 2012 standard (0.225W/㎡·K). As the performance of resistance and thermal insulation are satisfied, SIP is expected to be applied to low energy building materials. In the future, the structural safety will be confirmed by structural performance and seismic performance test and the guidelines for distribution will be drawn up.

Structural insulated panels, which are structurally performed panels consisting of a plastic insulation bonded between two structural panel facings are one of emerging products with a viewpoint of its energy and construction efficiencies. These components are applicable to fabricated wood structures. By now, there are few technical documents regulated structural performance and engineering criteria in domestic market. This study was conducted to suggest fundamental reports such as racking resistance, axial capacity, transverse load capacity, and lintel load capacity for SIPs. Test results showed that maximum load was 44.3kN, allowable load was 14.7kN for racking resistance, and that maximum load was 137.6kN, allowable load was 37.4kN/m for axial compression capacity. For transverse load capacity, test results showed 10.3kN/㎡ of maximum load, 3.4kN/㎡ of allowable load. For lintel load capacity for SIPs dependent to lengths, allowable loads were 20.4kN for 600㎜ long lintel, 23.9kN for 1,200㎜ long lintel, 19.3kN for 1,800㎜ long lintel, and 2,400㎜ long lintel had 14.1kN of allowable load. In the near future, when the allowable load for wall application is established, SIPs is considered to substitute the existent post-and-lintel construction to bearing wall structure.

This study is intended to Mindori structure which is general private houses' structural type among traditional types and is a basic study to confirm structural characteristics of Hwatong connection which is general connection type of column-beam-cross beam. It is aimed to analyze how main member ,column, such as size, figure, thickness of Sungetuk and Dugeup affect on structure. Following conclusions are drawn. 1. According to connection conditions, models with big coefficient of friction show stable hysteretic behavior until the angle rotation of member reaches 1/60 and models with small coefficient of friction show dramatical increase in load after the angle rotation of member reaches 1/24. After the angle rotation of member reaches 1/30, separation distance of members is identified physically and cracks are not observed. 2. Specimens with big coefficient of friction show similar inner force regardless of column size(except column size 150mm) and models with small coefficient of friction show increasing inner force as the column size increases. Specimens with same sectional area have similar inner force even though the column figures are different. The thickness of Sungetuk and Dugeup doesn't affect inner force greatly, however, when the thickness of Sungetuk is thin, it could lead to failure of structure as it breaks. 3. The bigger the size of column and the coefficient of friction are, the smaller Bending stiffness depreciation ratio is. 4. Energy Dissipation Efficiency differs from the coefficient of friction. When the coefficient of friction is big, square column shows bigger than round one and it is bigger when the thickness of Sungetuk and Dugeup is thicker. When the coefficient of friction is small, round column shows bigger than square one.

현재 도로포장 설계법에 따르면, 동상방지층의 두께는 지역별 온도조건에 따라 결정되는 동결깊이에 의해 결정되며 동상방지층의 지지력은 설계에서 고려되지 않고 있다. 동상방지층을 도로포장체에서 구조층으로 고려할 경우에는 기존 도로포장층의 두께를 감소시킬 수 있으며 보다 경제적인 도로 포장단면을 구성할 수 있다. 본 연구에서는 동상방지층의 지지력을 평가하기 위한 통계적 모형을 개발하였다. 동상방지층의 구조적 역할을 규명하고 동상방지층 구조적 평가 모형 개발을 위하여 2m 이하 저성토부, 절토부 및 절성경계부 등을 구분하여 포장 하부층에서 Falling Weight Deflectormeter(FWD) 시험을 계절별로 수행하였다. 본 시험은 동방방지층의 유무에 따른 지지력 차이를 규명하기 위하여 동방방지층이 있는 구간과 없는 구간으로 구분하여 수행하였다. 본 시험결과, 동상방지층이 설치된 구간에서의 FWD 처짐량이 동상방지층 미설치 구간에 비해 0.4~82.6% 작게 측정되어 동상방지층이 포장체에서 지지력을 검증하였다. 다양한 FWD 처짐지수와 동상방지층 두께와의 상관관계를 조사한 결과, 보조기층 파손지수의 차이값(δBDI)과 동상방지층 두께와의 상관도가 가장 높았다. 본 논문에서는 δBDI값을 선형혼합효과 모형에 적용하여 동상방지층을 구조적으로 평가할 수 있는 모형을 개발하였다.

Pure zirconia and x mol% calcia partially stabilized zirconia (x = 1.5, 3, and 8) nanopowders were synthesized by hydrothermal method with various reaction temperatures for 24 hrs. The precipitated precursor of pure zirconia and x mol% calcia doped zirconia was prepared by adding NH4OH to starting solutions; resulting sample was then put into an autoclave reactor. The optimal experimental conditions, such as reaction temperatures and times and amounts of stabilizer CaO, were carefully studied. The synthesized ZrO2 and x mol% CaO-ZrO2 (x = 1.5, 3, and 8) powders were characterized by XRD, SEM, TG-DTA, and Raman spectroscopy. When the hydrothermal temperature was as low as 160˚C, pure ZrO2 and x mol% CaO-ZrO2 (x = 1.5 and 3) powders were identified as a mixture of monoclinic and tetragonal phases. However, a stable tetragonal phase of zirconia was observed in the 8 mol% calcia doped zirconia nanopowder at hydrothermal temperature above 160˚C. To observe the phase transition, the 3 mol% CaO-ZrO2 and 8 mol% CaO-ZrO2 nanopowders were heat treated from 600 to 1000˚C for 2h. The 3 mol% CaO-ZrO2 heat treated at above 1000˚C was found to undergo a complete phase transition from mixture phase to monoclinic phase. However, the 8 mol% calcia doped zirconia appeared in the stable tetragonal phase after heat treatment. The result of this study therefore should be considered as the preparation of 8 mol% CaO-ZrO2 nanopowders via the hydrothermal method.

본 논문은 경주국립공원 내 사찰숲길 이용자의 장소애착이 환경요인에 대한 인식과는 어떠한 구조적 관계를 형성하고 있는 지를 구조방정식모형을 활용하여 탐색하며, 국립공원 관리에 있어서 경관선호 보다는 경관애착에 근거한 보전적 측면에서의 정책적 함의를 제공하는데 있다. 경주국립공원 내 대표적인 사찰인 불국사를 찾는 탐방객을 대상으로 설문조사를 실시한 후, 수집된 자료를 분석하여 구조방정식모형을 도출하였다. 연구 결과, 장소의존성은 장소애착에 대하여 유의하게 긍정적으로 영향을 미치는 것으로 나타난 반면, 장소정체성은 장소애착에 대하여 통계적으로 유의한 영향을 나타내지는 않는 것으로 나타났다. 장소의존성이 보다 장소애착에 영향을 미치는 것으로 나타났다(경로계수=0.55). 장소애착은 환경요인의 중요성에 대한 인식에 있어서 경관이용과 시설이용 모두 유의하게 정(+)의 방향으로 영향을 미치는 것으로 나타났다. 장소애착은 사찰숲길 이용의 중요성에 있어서 시설요인 보다는 경관요인에 대하여 보다 강한 영향력을 보이는 것으로 나타났다(경로계수=1.01). 이러한 결과는 국립공원의 경관자원의 중요성을 다시 확인시키며, 이로부터 사찰숲길 경관의 보전에 중점을 둔 관리방안이 마련되어야 할 것으로 판단된다.

This study is related to evaluate the performance of structural insulated panels. This panel are composed of exterior structural member with insulated materials simultaneously. The test to evaluate the transverse capacity and lintel capacity was performed according to ASTM E-72 and KS F2273. The test result shows the panels are applicable to the required load sufficiently.

This study is related to evaluate the performance of structural insulated panels. This panel plays a role as structural member and insulation simultaneously. This study is focused to test the racking shear capacity and axial compression capacity based on ASTM E-72 and KS F2273. The test result shows the panels are applicable to the required load sufficiently.

The Composite structures such as CFT(Concrete Filled Steel Tube) have many advantages compared to the H shape columns, concrete columns. But, CFT columns were reinforced difficult which was members with closed section. When beams size were different around the columns in buildings of various form, the construction was complex that diaphragm was overlapped or inclined. In this study, structural performance comparison of horizontal diaphragm and vertical plates was conducted.

As vehicle technology becomes advanced, the vehicle ride quality is improved. Safety of automotive suspension system is influenced directly with quality ride of passenger. This study aims at the improvement of automotive shock absorbers. Static and vibration analyses are analyzed at car cushion buffer with spring force due to the weight movement of vehicle. The maximum equivalent stresses and strains are calculated and six different natural frequencies are applied with each mode of vibration. Maximum deformation vibration value is also derived by the condition of harmonic vibration. As the durability of advanced automotive shock absorber can be improved by applying this study result with the design of car cushion buffer. ride quality gets better and the damage can be prevented.

In this paper, we present the results of experimental investigation pertaining to the structural behavior of Tee joint connection composed of pultruded I-shape FRP members. In this study, we focus on the evaluation of load carrying capacity of Tee joint which appeared frequently to fabricate framed structure composed of pultruded FRP members. Through the experimental investigation moment-rotation relationship is found and the result is used to estimate the rotaion stiffness.

This paper describes an evaluation of the in-service structural performance of a glass fiber-reinforced polymer (GFRP) slab bridge. This first all-GFRP slab bridge was installed in Korea on May 2002. The GFRP slab bridge is a simply supported, its length is 10.0 m, and is designed to carry two-lane traffic and has an overall width of 8.0m. The GFRP slab bridge is a sandwich structure with a corrugated core, fabricated by hand lay-up process with E-glass fibers and vinyl ester resins. The assessment of in-service performance for the GFRP slab bridge in 2004, 2011 includes a field load testing identical to that performed in 2002. The assessment indicates that the GFRP slab bridge has no structural problems and is structurally performing well in-service as expected.

최근 국내 해양레저산업은 정부 및 지방자치 단체의 지원과 소득증대에 따른 해양레저 수요가 크게 증가하고 있고 세계 1위의 조선 강국으로서 관련 산업 인프라를 구축하고 있지만 해양레저산업은 선진국에 비해 기술 및 관련 산업이 부족한 실정이다. 이런 관심이 크게 증가하면서 여러 가지 관련 설계 기술개발 및 관련 규정을 재정비하고 있다. 쌍동선 구조설계와 구조해석 평가에 대한 일련의 과정에 있어서 복합 재료를 고려한 구조설계 및 구조강도 평가에 대한

본 연구에서는 생체모방기술을 응용하여 감성의류용 구조발색사를 방사하고, 이를 사용하여 직물을 제직 감량 가공하여 이들의 발색성 및 촉감 물성을 측정하여 감성의류용 용도의 적용성을 확인하여 다음과 같은 연구결과를 얻었다. 삼각단면을 가진 37층의 폴리에스테르와 나일론을 교호로 적층한 구조발색사의 방사조건을 확립하였으며, 이 세 가지 사의 발색성을 multi angle spectro-photometer로 확인하였다. 그리고 이 사들로 제직한 구조발색 직물 세 가지의 겉보기 색차와 반사율을 분석한 결과, 700nm에서 400nm까지의 파장에서 발색성을 확인하였다. 또한, 직물의 밀도와 조직이 다른 세 가지 구조발색 직물을 제직하고 감량 가공 처리하여 직물 역학특성치에서 촉감을 측정한 결과, 100℃, 60분 감량 처리한 시료가 최적설계(194ends/in × 105picks/in) 및 감량 조건임을 확인할 수 있었다. 그리고 감량 처리 시 온도와 처리시간 증가에 따라 감량률이 13%에서 최대 23%까지 증가함을 확인할 수 있었다. 이때 직물의 신축특성, 굽힘강성 및 전단강성은 감소하며 압축특성은 증가하는 현상을 보였다. 그리고 최적설계조건인 1번 직물시료를 100℃, 60분 감량 처리할 때 촉감이 가장 우수하며 일본 몰포 직물보다 더 우수한 촉감치를 얻었다.

The research discusses interrelationship of structural and reliability importance measures which used in the probabilistic safety assessment. The most frequently used component importance measures, such as Birnbaum's Importance (BI), Risk Reduction (RR), Risk Reduction Worth (RRW), RA (Risk Achievement), Risk Achievement Worth (RAW), Fussel Vesely (FV) and Critically Importance (CI) can be derived from two structure importance measures that are developed based on the size and the number of Minimal Path Set (MPS) and Minimal Cut Set (MCS). In order to show an effectiveness of importance measures which is developed in this paper, the three representative functional structures, such as series-parallel, k out of n and bridge are used to compare with Birnbaum's Importance measure. In addition, the study presents the implementation examples of Total Productive Maintenance (TPM) metrics and alternating renewal process models with exponential distribution to calculate the availability and unavailability of component facility for improving system performances. System state structure functions in terms of component states can be converted into the system availability (unavailability) functions by substituting the component reliabilities (unavailabilities) for the component states. The applicable examples are presented in order to help the understanding of practitioners.

최근 컴퓨터 기술의 발달로 인해 복잡한 형태를 가지는 기념비적인 건축물이 설계, 시공됨에 따라 비정형건축에 관한 사회적인 관심이 해외뿐만 아니라 국내에서도 증가하고 있다. 하지만 비정형 구조시스템의 구현하기 위한 기술 및 연구에 대한 사례가 부족하여 많은 어려움이 있다. 이러한 문제를 해결하기 위해 본 연구에서는 3D모델링 프로그램과 최적설계를 수행하는 프로그램간의 인터페이스 모듈에 대한 연구를 수행하였다. 3D 모델링 프로그램에서 자동 메쉬를 생성하고, 모델링에 대한 정보를 바로 추출하여 최적화를 수행하였다. 결과적으로 개발된 인터페이스 모듈의 검증을 위해 예제 모델을 선정하여 형상최적화을 수행하였다.

The present study investigated the structural relationships among factors influencing Korean EFL learners’ willingness to communicate (WTC) in English and their actual English use. To this end, a total 595 university students enrolled in a wide range of academic disciplines participated in a survey. Data from the survey were analyzed using both multiple regression analysis and structural equation modeling (SEM) analysis. Results of the present study demonstrated that English confidence assessed by students’ perception of their English skill and English anxiety directly influenced students’ English WTC as well as the frequency and amount of their English communication. However, attitudes in international issues and intrinsic motivation made a direct influence only on students’ English WTC. Instead, these two factors made an indirect effect on students’ actual English use through the mediating role played by WTC. On the other hand, classroom factor as measured by perceived ELT methods and topic familiarity made a direct influence only on students’ actual English use, and the effect of the classroom factor on students’ English WTC was not significant. The same pattern was observed for socio-educational factor. These findings were discussed in terms of the implications for EFL education in the Korean context.

The present study investigated the structural relationships among factors influencing Korean EFL learners’ willingness to communicate (WTC) in English and their actual English use. To this end, a total 595 university students enrolled in a wide range of academic disciplines participated in a survey. Data from the survey were analyzed using both multiple regression analysis and structural equation modeling (SEM) analysis. Results of the present study demonstrated that English confidence assessed by students’ perception of their English skill and English anxiety directly influenced students’ English WTC as well as the frequency and amount of their English communication. However, attitudes in international issues and intrinsic motivation made a direct influence only on students’ English WTC. Instead, these two factors made an indirect effect on students’ actual English use through the mediating role played by WTC. On the other hand, classroom factor as measured by perceived ELT methods and topic familiarity made a direct influence only on students’ actual English use, and the effect of the classroom factor on students’ English WTC was not significant. The same pattern was observed for socio-educational factor. These findings were discussed in terms of the implications for EFL education in the Korean context.

Isotactic polyacrylonitrile (PAN) with triad isotacticity of 0.53, which was determined by 13C NMR, using dialkylmagnesium as an initiator, was successfully synthesized. Isothermal treatment of iso-PAN was conducted in air at 200, 220, 250 and 280℃. Structural evolutions and chemical changes were studied with Fourier transformation infrared and wide-angle X-ray diffraction during stabilization. A new parameter CNF=I2240cm-1/ (I1595cm-1+f*I1595cm-1) was defined to evaluate residual nitrile groups. Crystallinity and crystal size were calculated with X-ray diffraction dates. The results indicated that the nitrile groups had partly converted into a ladder structure as stabilization proceeded. The rate of reaction increased with treatment temperature; crystallinity and crystal size decreased proportionally to pyrolysis temperature. The iso-conversional method coupled with the Kissinger and Flynn-Wall-Ozawa methods were used to determine kinetic parameters via differential scanning calorimetry analysis with different heating rates. The active energy of the reaction was 171.1 and 169.1 kJ/mol, calculated with the two methods respectively and implied the sensitivity of the reaction with temperature.