This study began to learn wether or not satisfaction factor of rural tourism is effective to visit for the ordinary foreign people. Research method was parallel-site investigation literature, questionnaire. The analytical data of the study, literature 40 reviews, questionnaire 179 survey in 200 of the subject was using. Measurement and scale was set factors of satisfaction with 'Transportation · Infrastructure', 'Festival · Experience Program', 'Place', 'Room and Food', 'Local People', and 'Buying the Local Product' through the previous studies and preliminary survey. In the statistical analysis method, frequency analysis, crosstabs, multiple regression analysis and a structural equation model analysis was performed, using SPSS and AMOS program. The Structural analysis results showed 'Place' and 'Local People' have an positive effect on the 'Overall Satisfaction'. Satisfaction of the 'Festival · ExperienceProgram', had a major impact also 'Intention of Revisit'. Finally for rural tourism fascination, the contents such as the distinctive local attraction, human resources, information transmission and convenient use is more important than the format and scale.

Due to expansion of service environments for the Jack-up barge, the design of the footing has been improved. In this paper, the structure analysis of the modified spudcan based on DNV-OS-C201 examples was assessed.

This study results the shear capacity of a wall depending on the postion and reinforcement of the equipment opening using finite element analysis. Analysis results show that when the openings are placed in the corner, the shear capacity was reduced than in the center. and reinforcing with a steel sleeve can compensate for the reduced strength

Extended Accumulated SIBIE in order to improve the limit of visibility of Accumulated SIBIE method is a method to significantly improve the performance of measurements by extension the region of visibility to a low-frequency region. Decrease of resonant frequency displayed in the lower frequency region than the thickness frequency is due to reduction in rigidity by essentially degradation and cross-sectional loss of members. It is necessary to clarify the relationship between the resonance frequency and the deterioration or damage patterns to learn these patterns. In this research, by obtaining the vibration mode and the natural frequency by the eigenvalue analysis, it was confirmed that dynamic analysis which take time and effort can be minimized.

For elevated railway station on which track is connected with superstructure of station, structural vibration level and structure-borne-noise level has exceeded the reference level due to structural characteristics which transmits vibration directly. Therefore, existing elevated railway station is in need of economical and effective vibration reduction method which enable train service without interruption. In this study, structural vibration non-transmissible system which is applied to vibroisolating material for column member is developed to reduce vibration. That system is cut covering material of the column section using water-jet method and is installed with vibroisolating material on cut section. To verify vibration reduction effect and structural performance for structural vibration non-transmissible system, impact hammer test and cyclic lateral load test are performed for 1/4 scale test specimens. It is observed that natural period which means vibration response characteristics is shifted , and damping ratio is increased about 15~30% which means that system is effective to reduce structural vibration through vibration test. Also load-displacement relation and stiffness change rate of the columns are examined, and it is shown that ductility and energy dissipation capacity is increased. From test results, it is found that vibration non-transmissible system which is applied to column member enable to maintains structural function.

Improved measurement and structural modeling analysis of result, an improved method is very efficient. The difference of about 10~15% comes out, Improved measurement and structural modeling analysis of result, it is determined that the need for additional research, such as a change of the modeling subdivision, load contions.

This study is a result of the dynamic characteristics of the tall building using real time structural health monitoring system. The monitoring system consist of an anemometer, accelerometers, GPS and internet-based data logging system. Through this realtime ambient measurement data, evaluate the serviceability of the building.

We studied design and structural analysis of jack-up barge footing system that can be safely and quickly installed offshore support structure. In this paper, we checked the buckling strength for a structural member in spudcan based on DNV-RP-C201

Selection of a typical four companies products of domestic structural one-component sealant, high temperature, low temperature, room temperature to set up the environment for each of 80, -20, 20 ℃ and the left and right displacement of the test piece 30, 15, 0% of the maximum compression / expansion It was carried out by the repeated fatigue.

Purpose of this study is the design of the optimal membrane plate in filter press which is one of the devices for improving the solid-liquid separation through the mechanical dewatering of sewage sludge. We tried to improve durability of the membrane plate and efficiency of the filtrate drainage through the flow and structural analysis. Characteristics of specific pressure were also evaluated according to the shape of the membrane plate.

본 연구는 자신을 교과전문가로 인식하는 중학교 교사들에게 있어서 교장의 수업지도성은 교사의 교수효능감과 교직만족을 증대시키는 요인으로 작용할 수 있을 것이라는 가정 하에, 세 변인 간 구조적 관계를 밝힐 목적으로 수행되었다. ｢학교교육 실태 및 수준 분석｣ 3주기 중학 교 데이터(2010년)의 교사 6,357명 자료를 기술통계, 확인적 요인분석, 구조방정식모형, 매개효 과 분석, 부트스트래핑을 활용하여 분석하였다. 연구결과, 첫째, 교장의 수업지도성과 교사의 교수효능감 및 교직만족도에 대한 교사들의 인식은 대체로 긍정적이었으나, 상대적으로 수업지 도성의 하위영역 중 ‘긍정적 학교 풍토 조성’과 교직만족도에 대한 인식은 상대적으로 덜 긍정 적이었다. 둘째, 교장의 수업지도성은 교사의 교수효능감과 교직만족도에 긍정적 영향을 미치 고, 교사의 교수효능감 역시 교직만족도에 긍정적 영향을 미치는 것으로 나타났다. 셋째, 교사 의 교수효능감은 교장의 수업지도성이 교사의 교직만족도에 미치는 영향을 부분매개하는 것으 로 확인되었다. 연구결과를 토대로 교장의 수업지도성과 교사의 교직만족 제고를 위한 지원이 필요하다는 내용을 위시한 정책적 제언을 제시하였다.

This study is corroborated as a fundamental resource to develop structural lightweight foamed concrete. Mortar using foaming agent decrease over 0.3 g/㎤ of weight of unit volume and increase over 27 MPa of compressive strength available structural purpose. After that, it is compared with Young's modulus of experiment and analysis from FEM analysis using SEM image.

이 논문에서는 신개념 복공판의 안전성 검토와 성능을 검증하기 위해서 이 논문과 같이 제출된 매개변수해석 논문에서 결정된 크기의 복공판에 대한 휨파괴 실험과 유한요소해석을 수행하였다. 실험결과, 최대하중 664kN에서 균열의 발생에 연이은 파괴가 발생되었고 실험결과에 대한 구조해석을 실시한 결과, 복공판 중앙부에서의 단위하중 100kN일 때와 파괴하중 664kN일 때 최대변위값은 각각 2.58mm와 27.01mm였다. 또한, 내하력에 대한 평가를 수행한 결과, 탄성범위와 소성범위에서의 내하력은 각각 DB-34와 DB-41로 평가되었다. 따라서 이 연구에서 개발한 신개념 복공판은 설계하중과 구조적 안전성을 만족함으로서 기존 복공판의 단점을 보완했다고 판단되며 실무에 적용이 가능한 것으로 사료된다.

본 연구는 중학생들의 심리적 특성과, 관계특성, 수업만족 등 관련 요인들이 학교생활적응과 어떤 관계를 맺고 있는지 분석함으로써 중학생들의 학교생활적응 제고를 위한 기초자료를 제공하는데 목적을 두고 있다. 이러한 연구의 목적을 달성하기 위하여 서울특별시교육연구정보원에서 수집한 2013년의 서울교육종단연구(SELS)자료 가운데 2013년 중학교 1학년에 재학 중인 중학생들의 자료를 사용하였다. 수집된 자료는 구조방정식 모형을 통해 분석하였으며, 분석된 결과는 다음과 같다. 첫째, 자아존중감, 자아탄력성, 자기통제력 등 심리적 특성이 긍정적일수록, 교우, 교사, 학교와의 관계가 우호적일수록, 수업에 대한 만족도가 높을수록 학교생활적응 수준도 높았다. 둘째, 교우, 교사, 학교와의 관계는 수업만족에 긍정적인 영향을 미치는 요인들이었으며, 이러한 관계요인은 학교생활적응에 직접효과를 보일 뿐만 아니라 심리적 특성과 학교생활적응 간 관계에서 매개효과를 나타냈다. 그리고 개인적 특성들은 수업만족에는 직접 효과를 나타냈으나 학교생활적응에는 영향을 미치지 않는 것으로 분석되었다. 셋째, 중학생들의 심리적 특성과 관계 특성, 수업만족 요인들 가운데 학교생활적응에 대한 상대적 영향력의 크기는 관계 특성요인, 수업만족 요인, 심리적 특성 요인의 순서로 나타났다. 이와 같은 연구결과는 선행연구 결과들과 함께 논의하였으며, 학교생활 적응을 제고하기 위한 방안에 관하여 논의하였다.

A corrugated steel culvert is well used as underpass structure because of its advantages. But many deformed culverts were observed recently. In this paper, we analyzed structural safety of this culvert using 3D laser scanning geometry data, which is called point cloud data. All surface geometry can be built and transformed into the analysis model based on actual geometrical conditions from this data.

In this study, periodical configuration survey is carried out on the subject of the suspension bridge in service. Its reliability and structural modeling validity are performed by comparison and analysis of interpretation value through the structural analysis.

At present, the actual condition is that Korean modular structures are limited to a low rise detached house and military barracks. And there is no standardized structural design method of stacked modular structure. Accordingly, in general, they don't review impact force in the stage of stacking and installing a module, the effect which wind load has on a structure in the stage of lifting, and inertial force occurring in the stage of lifting or transporting a module in the process of constructing a structure. Therefore, this study investigated the construction method of modular system to be studied in stages, and decided on the position to which load was applied and boundary condition in structural analysis at each construction stage. Besides, inertial force according to each speed was calculated in the lifting and wheeled transport of module. And we calculated impact load according to lifting speed in module stacking and installation work and wind load due to instantaneous wind speed in the installation work by lifting. On the basis of the suggested method, in the modular system to be studied, it carried out review of structure by changing determining conditions of load being applied by construction stage, such as in the stage of lifting, in the stage of transport, and in the stage of installation, and drew construction conditions securing stability structurally.

2014년 국내에서 발생한 리조트 붕괴사고와 환풍구 붕괴 사고는 대형 인명 피해를 가져왔으며, 이로 인해 구조물 상시 안전점검의 필요성이 더욱 부각되었다. 특히, 강 구조물의 연결부는 파괴에 취약하므로 더욱 철저한 안전 관리가 필요하다. 사용 중 구조물의 안전을 보장하기 위하여 구조물 부재와 연결부의 응력상태를 파악해야 하지만, 기존의 비파괴 검사방법으로는 부재의 사용 중 응력상태를 파악하기 어렵다. 강재의 압입실험으로 강재의 응력상태를 파악할 수 있으며, 나노스케일의 압입실험은 마이크로 단위의 흔적만을 남기므로 비파괴 검사의 방법으로 사용될 수 있을 것이다. 본 연구에서는 용접모재(Weld Metal, WM), 열영향부(Heat Affected Zone, HAZ), 모재(Base Metal, BM)로 구성된 용접 연결부의 미세구조의 구성성분비를 나노압입을 사용하여 측정하는 방법을 제안하였다. 광학현미경을 이용하여 분석된 미세구조 구성성분비와 결과를 비교하였고, 제안된 방법이 유효함을 확인하였다. 향후 연구결과를 바탕으로 구조용강재 용접연결부의 응력상태에 따른 미세구조 특성 변화를 파악할 수 있을 것이고, 용접 연결부의 건전성을 판단하는 진단기술로 확장될 수 있을 것이다.