본 연구의 목적은 언어네트워크분석을 이용하여 야외지질학습에서 학생들의 퇴적암에 대한 개념 구조 변화를 알아보기 위한 것이다. 이를 위하여 고등학생 15명을 대상으로 퇴적암에 대한 정의, 분류, 생성과정 및 특징을 묻는 개방형 문항을 개발하였으며, 이 텍스트 자료를 언어네트워크분석법을 통해 분석하였다. 그 결과 첫째, 야외지질학습을 통해 학생들의 퇴적암에 대한 개념 구조는 사전에 비해 사후에 크게 확장되었다. 둘째, 학생들의 개념 구조를 구성하는 하위 클러스터는 서로 긴밀하게 연결되어 있는 '작은 세상 네트워크'를 형성하였다. 셋째, 학생들의 개념 구조의 규모는 수개월이 지난 후 감소하였지만, 하위 클러스터의 연결 상태는 그대로 유지하고 있었다.

In this paper, the vibrational characteristic of electronic solenoid structure for vehicle is analyzed by using ADAMS as commercial multi-body dynamics analysis program. This study model is made with CATIA V5R18 as 3D computer-aided design program and analyzed with rigid body mode in ADAMS. To fulfill the vibration analysis, the result value of solenoid structure is suggested.

면진장치는 상부구조물의 지진력을 감소시키는데 크게 기여하지만, 고감쇠고무 적층받침에 사용되는 고무재료는 시간이 경과함에 따라 열화되어 상부구조물의 동특성과 기기들의 지진응답에 영향을 줄 수 있다. 따라서 면진장치의 경년열화를 고려한 구조물의 지진응답을 분석하는 연구가 필요하다. 본 연구에서는 기존 문헌을 통하여 분석된 고무의 경년열화 특성을 사용하여 면진장치를 모델링하였다. 면진된 원전의 지진응답을 평가하기 위하여 격납건물과 보조건물을 대상 구조물로 선정하고, 진동수 성분이 다양한 입력지진동을 사용하여 구조물의 고유진동수, 최대지진응답, 층응답스펙트럼을 시간의 경과에 따라 분석하였다. 해석결과에 의하면 면진장치의 경년열화에 의하여 지진응답이 소폭 증가하였으며, 면진장치가 설치된 후 20년까지 지진응답의 증가율이 크게 나타나므로 이 기간에 상세한 검사가 시행되어야 할 것이다.

본 논문에서는 주파수 선택적 투과막(FSS)이 결합된 복합재료 구조에서 구성 재료 간의 열팽창계수 차이로 잔류응력이 발생하므로 이로 인한 층간분리나 FSS의 손상 등 구조적인 파손 가능성과 잔류응력으로 인하여 변형된 FSS가 전파투과특성에 미치는 영향에 대하여 연구하였다. FSS는 단위요소의 종류, 설계변수, 배열에 따라 전파특성이 다르게 나타나므로, PSO 알고리즘을 이용하여 다이폴이 목표주파수에서 투과특성을 갖도록 설계하고 그 설계치수를 다른 N-pole 종류 단위요소(Tripole, Cross dipole, Jerusalem cross)에 적용하여, 복합재료 구조에 발생하는 잔류응력과 그로인한 구조적 손상과 전파특성을 영향성을 관찰하고 FSS패턴과 복합재료의 적층 변화에 따라 비교하였다.

Structures in a nuclear power system are designed to be elastic even under an earthquake excitation. However a structural component such as an isolator shows inelastic behavior inherently. For the seismic assessment of nonlinear structures, response history analysis should be performed. In this study, the response of base isolation system was analyzed by response history analysis for the seismic performance assessment. Firstly, several seismic assessment criteria for a nuclear power plant structure were reviewed for the nonlinear response history analysis. Based on these criteria, the spectrum matched ground motion generation method modifying a seed earthquake ground motion time history was adjusted. Using these spectrum matched accelerograms, the distribution of displacement responses of the simplified base isolation system was evaluated. The resulting seismic responses excited by the modified ground motion time histories and the synthesized time history generated by stochastic approach were compared. And the response analysis of the base isolation system considering the different intensities in each orthogonal direction was performed.

An application of the EQS (Eradi Quake System) bearings to a short period building structure and the structure earthquake responses according to the design parameters of the EQS are studied by the ICT Center case study. The features of the EQS application to seismic isolated building structures are investigated, and the design procedure to determine the yield load and the secondary stiffness of the EQS is also studied. A computational analysis is performed to confirm the applicability of the EQS to the building structure and the earthquake responses according to the design parameters. The ICT Center in Indonesia is adopted as an application case of the EQS. The application of the EQS is found to extend the fundamental period of the ICT Center. Three types of EQS with different yield loads and secondary stiffness are designed and applied in the earthquake response analyses. The analysis results show the response of the structure with respect to the design parameters and which type of EQS is suitable for the ICT Center.

Several researches have been studied to enhance the seismic performance of nuclear power plants (NPPs) by application of seismic isolation. If a seismic base isolation system is applied to NPPs, seismic performance of nuclear power plants should be reevaluated considering the soil-structure interaction effect. The seismic fragility analysis method has been used as a quantitative seismic safety evaluation method for the NPP structures and equipment. In this study, the seismic performance of an isolated NPP is evaluated by seismic fragility curves considering the soil-structure interaction effect. The designed seismic isolation is introduced to a containment building of Shin-Kori NPP which is KSNP (Korean Standard Nuclear Power Plant), to improve its seismic performance. The seismic analysis is performed considering the soil-structure interaction effect by using the linearized model of seismic isolation with SASSI (System for Analysis of Soil-Structure Interaction) program. Finally, the seismic fragility is evaluated based on soil-isolation-structure interaction analysis results.

In this study a hybrid system consisting of steel and carbon fiber reinforced polymer (CFRP) is considered. While CFRP is selected for impact energy reflection due to its high strength, steel is selected for impact energy absorption due to its high ductility. A numerical model considering the elastoplastic behavior of steel is formulated to simulate the dynamic responses of the hybrid system subject to an impact load. A hybrid roadside guard rail system of steel rail and CFRP post is proposed and analyzed with a case study. The numerical model for the hybrid roadside guard rail system is used to find optimized design of the proposed hybrid system for future study.

Compared to Early Chosun Dynasty, the spatial structure of most local Eupseongs of Korea had a standardized change with the expansion and spread of the Rye-hak(禮學:a study of confucius Rite). Meanwhile in the process of rebuilding Eupseongs there was a tendency of relocation of the local government offices(官衙) and its attached facilities in terms of functions and use. Although it was PyeongSanseong Miryang Eupseong had an unreasonable spatial structure locating Gaeksa(客舍; accommodation house for visitors) in the middle of the local government office complex, and Dongheon(東軒;main office building) in the east of it before the Japanese Invasion of Korea in 1592. However with the reorganization of spatial Structure of local Eupseongs after the Japanese invasion Gaeksa was moved to the foot of Adongsan where commanded a fine view of river. Dongheon was moved to the center of Eupseong for the effective management of its auxiliary organizations. It was because road system and administrative efficiency had a serious effect on deciding the location of the local government office and its attached facilities. After the Japanese invasion Hyangchoeng(鄕廳), having been out of Eupseong, also was moved to the independent location within Eupseong separate from Dongheon and Gaeksa. It seemed to take into account the autonomy of Hyangchoeng. Dongheon, Gaeksa, and Hyangchoeng which are the crucial facilities of Milyang Eupseong were arranged at each angular point of big triangle. In order to enhance the administative efficiency, the attached administrative facilities were arranged surrounding Dongheon and Hyangchoeng. The spatial structure of Milyang Eupseong in the late Choseon dynasty was of great difference from that of uniformly organized system of early Choseon Period. It was because the development of administrative function, the pursuit of efficiency, and commercial progress had a great impact on the change of urban space.

Almost all buildings and infrastructures made of advanced composite materials are fabricated without proper design. Unlike airplanes or automobiles, prototype test is impossible. One cannot destroy 10 story buildings or 100-meter long span bridges. People try to build 100-story buildings or several thousand meter long span bridges. In order to realize "composites in construction", the following subjects must be studied in detail, for his design. Concept optimization, Simple method of analysis, Folded plate theory, Size effects in failure, and Critical natural frequency. Unlike the design procedure with conventional materials, his design should include material design, selection of manufacturing methods, and quality control methods, in addition to the fabrication method. In this paper, concept optimization and folded plate theory are presented for practicing engineers.

본 연구는 폭발에 의한 충격 하중이 작용하는 경우에 대하여 AFRP(KFRP)로 이루어진 벽체 구조의 화이버 보강각도 변화에 따른 방폭 성능 효과를 비교 제시하였다. 실제 폭발시험과 근사한 해석을 도출해내기 위해서 실제충격을 정확하게 묘사할 수 있는 구성 방정식과 상태방정식을 포함한 정교한 수치 시뮬레이션 해석을 수행하였다. 폭발에 의한 극한 충격하중과 같은 순간적인 동적인 문제를 해석하기 위하여 극도의 비선형성 해석과 고속충돌해석에 특화된 AUTODYN-3D 프로그램을 사용하여 화이버 보강 각도의 변화가 AFRP 벽체의 탄소성 거동에 미치는 영향을 상세 분석하였다.

In this paper, the relation between the applied load distribution and the natural frequency of vibration of some structural elements is presented. In this paper, the effects of the loading sizes on the natural frequency of vibration of some structural elements is presented. Many junior engineers get confused on such relations. This method extended to two dimensional problems including advanced composite laminated structures. It is hoped that this paper gives some guideline to such junior engineers.

This study is on the seismic response of new buckling-restrained braced frames(BRBFs) with superelastic SMA bracing system. The superelastic SMA materials can return to undeformed shape without additional heat treatments only after removal of applied loads. 6-story braced frame buildings were designed in accordance with the current design specifications in order to verify the performance of such bracing systems. Based on the anlysis results, Superelastic SMA bracing systems were also compared to those with conventional steel bracing system. And at last, analysis results show that the superelastic SMA bracing systems are very effective to reduce the residual inter-story drifts.

In this study, we conduct the economical analysis about the floating tracking PV generation structure manufactured by steel, aluminum, and GFRP (glass fiber reinforced polymeric plastic) structural member. The structural safety of floating PV generation structure has been proved through numerous previous researches. Moreover, the generating efficiency of tracking PV generation system can be more larger than immobile system. In this study, structural analysis using the FEM method has been performed to establish the safety of the floating tracking PV generation structure and commercial viability evaluation has been performed through the cost of materials.

휨 거동 및 전단부의 전단거동으로 인한 철근상세 및 사용되어지는 철근의 과다로 인하여 취성파괴의 양상이 발생 하고 있다. 이에 본 실험에서는 유리섬유망을 이용하여 철근과의 휨 및 변위 거동을 통하여 무보강철근과 유리섬유망의 ply 수에 따른 휨거동 실험을 통하여 균열을 살펴보고서 향후 휨 거동에 적정한 유리섬유망의 철근의 배치겹수에 대한 사용량을 검토하고자 한다.

본 연구에서는 원형실린더 후류 와류에 의한 진동을 제어를 위해 적용되는 나선형 뱃전판의 효율향상을 위해 다양한 회전각에 대해 모델실험을 실시하였다.실험은 회류수조에서 레이놀즈수 Re=4.0×10³,Re=5.5×10³ 및 Re=7.0×10³에서 균일유입유동에서 2-프레임 그레이레벨 상호상관 PIV기법을 이용하였다.실험결과 원형실린더와 뱃전판을 부착한 실린더와의 비교를 통해..