• Journal of the Korean Society of Hazard Mitigation
• /
• v.3 no.2 s.9
• /
• pp.99-110
• /
• 2003

In this study, lightening material weight and normalizing structure of preventing system of landslide soil-rock in trench excavation was tried with focusing in safety construction availability and workability. In other words, risk estimate, safety management method investigation, applicability of bracing material and mechanical stability of bracing structure was studied. From these result, structural stability and structural analysis of light weight bracing structure was carried out with common structural analysis program, for examining movement mechanism of bracing structure and normalization of standard. The result are summarized as following. (1) Mechanical ability of bracing members and soil pressure parameter acting to member for ensuring mechanical propriety of bracing structural and useful of new material considering soil mechanics boundary were proposed. Also theory and method of analysis of bracing structural were proposed. (2) As a result of the structure analysis of geographical profile for light pannel used FRP as hard clay mechanical characteristics(bending moment, shear force, axial force) of panel were changed according to groundwater level and it is proved that the result of mechanical analysis is within allowable stress. Thus, light pannel is available for bracing structure in trench excavation.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.26 no.1
• /
• pp.69-77
• /
• 2013

When structural design of a tall building is conducted, reduction of wind-induced lateral displacement is one of the most important problem. For this purpose, additional dampers and vibration control devices are generally considered. In this process, control performance of additional devices are usually investigated for optimal design without variation of characteristics of a structure. In this study, multi-objective integrated optimization of structure-smart control device is conducted and possibility of reduction of structural resources of a tall building with additional smart damping device has been investigated. To this end, a 60-story diagrid building structure is used as an example structure and artificial wind loads are used for evaluation of wind-induced responses. An MR damper is added to the conventional TMD to develop a smart TMD. Because dynamic responses and the amount of structural material and additional smart damping devices are required to be reduced, a multi-objective genetic algorithm is employed in this study. After numerical simulation, various optimal designs that can satisfy control performance requirement can be obtained by appropriately reducing the amount of structural material and additional smart damping device.

• Journal of the Korean Recycled Construction Resources Institute
• /
• v.6 no.2
• /
• pp.67-73
• /
• 2011

In this study, it was investigated compressive strength generation of concrete using high volume mineral admixture obtaining fundamental data for the application of concrete structure in construction field. For this, it was evaluated compressive strength with unit binder contents($310{\sim}410kg/m^3$), replacement ratio of mineral admixture(70~90%), unit water contents($140{\sim}150kg/m^3$) and curing temperature in the normal strength range. Also, after producing mock-up structure, hydration heat and compressive strength generation was evaluated to examine properties in the concrete member. In case of concrete using a large amount of industrial byproducts which was reviewed in this study, it is possible to secure compressive strength more than 24MPa at age 28days with about $13^{\circ}C$ ambient temperature of curing condition and that is considered to be applied to structure at construction site.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.28 no.6
• /
• pp.607-614
• /
• 2015

In this research, the structural analysis and safety evaluation for Sungnyemun -No.1 national treasure of Korea- was performed. Roof loads were calculated in detail, and structural analysis model was constructed using Midas Gen ver.820. Static structural analysis under vertical loads was performed and safety of main structural members and serviceability of main horizontal members were evaluated. To evaluate dynamic characteristics of Sungnyemun, both field measurements by impact hammer test and eigenvalue analysis by structural analysis software were performed and the results were compared. Sungnyemun showed rooms in their structural capacity.

• Proceeding of KASS Symposium
• /
• 2008.05a
• /
• pp.80-85
• /
• 2008

This paper investigate the structure instability properties of the shelled space frame structure. The large structure must have thin thickness for build the large space structure there fore structure instability review is important when we do structural design. The structure instability of the shelled structure accept it sensitively by varied conditions. This come to a nonlinear problem with be concomitant large deformation. In this study, it is compared unstable behavior according to lode and boundary condition of the shelled space frame structure through numerical method which considered geometrical nonlinear and grasped influence for the instability phenomenon and investigated the fundamental collapse mechanism.

• Computational Structural Engineering
• /
• v.7 no.3
• /
• pp.143-152
• /
• 1994

Superelement technique for structural analysis of large scale objects such as airplanes or vessels is effective especially in the harsh hardware environments. In this paper, a crane vessel of OHI 5000 which is capable of lifting 5000 tons in tie-backs and capable of revolving with 3000 tons is investigated in the view point of structural safety using superelements through the substructure scheme. Also an effective substructure procedure, a unique load extraction method and finite element modeling technique are demonstrated. Comprehensive reinforcement blueprints are derived based on the analysis results. Successful application of substructure technique is achieved through the structural analysis of the crane vessel. The analysis technique developed in this paper can be a guideline for similar large scale structures' relevant safety identification.

• Journal of Aerospace System Engineering
• /
• v.16 no.1
• /
• pp.81-85
• /
• 2022

In this study, we conducted a structural design and analysis of air intake of aircraft engine using composite materials. First, an investigation on structural design requirement of target structure was carried out. The distributed pressure load and acceleration condition was applied to structural design. To evaluate the structural design result, finite element analysis was carried out. The stress, deflection and buckling analysis for structural safety evaluation was performed. Finally, it was confirmed that the air intake through structural analysis is safety.

• Computational Structural Engineering
• /
• v.3 no.2
• /
• pp.97-108
• /
• 1990

An expert system for the preliminary design of the building structures, which is most important in the design stages, is modeled in this paper. Considering various factors such as structural safety, constructability, and architectural spacing as well as material cost, this expert system serves as a starting point for the building details.

• Proceedings of the Korean Society of Propulsion Engineers Conference
• /
• 2000.04a
• /
• pp.38-38
• /
• 2000

풍력 발전용 회전 날개는 대형화되면서 종래의 목재나 금속재료로는 구조적 강도, 강성 및 피로수명, 경제성 등을 만족하지 못하게 되었고, 이를 보완하기 위해 복합재료의 사용이 불가피하게 되었다. 따라서 본 연구에서는 국내업체에서 생산하여 그 물성이 입증된 E-glass/Epoxy 복합재료를 사용하여 국내 기상조건에 적합한 풍력발전용 회전날개를 개발하였다. 그러나, 개발된 회전날개는 국내 기상조건에 적합하도록 설계된 것으로서 해외로 수출할 경우 국내보다 풍속이 큰 지역에서는 구조적 안정성 및 피로수명을 만족할 수 없게 된다. 즉, 개발된 회전날개의 외국시장 진출을 위해서는 국제규격에 따른 하중의 정의와 구조설계의 개선이 필요하다. 따라서 본 연구에서는 IEC 1400-1의 국제규격을 검토하여 이를 만족하도록 회전날개의 구조설계를 수행하였다. 그 결과 국제규격에 명시된 강도 및 피로수명을 만족하는 구조설계 결과를 얻을 수 있었다.

• Journal of the korean Society of Automotive Engineers
• /
• v.18 no.3
• /
• pp.23-33
• /
• 1996

자동차 차체에 구조접착접합을 적용하는 것은 시대적인 흐름으로 볼 때 지극히 당연한 것으로 생각된다. 자동차는 머리말에서 언급한 사회적 요구와 그리고 기술적인 측면이 서로 미묘한 조화를 이루면서 만들어진다. 구조접착접합을 적용하는 기술상의 변혁은 처음에는 조금씩 점진적으로, 주의깊게 진행하는 것이 바람직할 것이다. 검토해야 할 여러가지 문제가 쌓여있고, 앞으로의 기술개발을 큰 과제로 하고 있지만, 자동차 기술을 담당하고 있는 기술인들의 능력으로 볼때 대부분의 문제들은 해결가능할 것으로 전망된다. 구조접착접합은 용접성이 떨어지는 고강도 박강판이나 이종재료.복합재료의 접합법으로 기대가 크다는 것을 전반적으로 살펴보았다. 또한 박강판, 알루미늄합금, 엔지니어링 프라스틱, 세라믹스 등의 이용도를 높이기 위해서도 접착접합의 응력해석과 강도평가는 필수적이므로 접착접합에 대한 강도평가의 확립이 시급한 실정이다. 따라서 접착접합 기술의 활용측면에서 '구조접착'의 신뢰성을 높이기 위한 접착이음의 응력해석과 강도평가법에 대한 관심과 연구개발을 통해 현재의 접착강도평가 문제를 풀어나가야 할 것이다.