Recently, the occurrence frequency of earthquake has increased in Korea, and the interests for seismic reinforcement of existing school buildings have been raised. To this end, the seismic performance evaluations for school buildings that did not accomplish the seismic design are required. In particular, this study checks the eigenvalue analysis, pushover curves, maximum base shears, performance points and story drift ratios, and then analyzes the seismic performance characteristics according to bracing configuration of steel frame system reinforcement. Also, this study presents the practical field application methods through the comparison of analysis results for the seismic performance characteristics.
Large amounts of concrete, metal, soil, and other radioactive waste are generated not only from nuclear power plants operating in Korea but also from nuclear power plant decommissioning. If it is confirmed through measurement of residual radioactivity that the concentration is below the allowable clearance level, they can be managed as general or industrial waste in accordance with the Nuclear Safety Act. The Korea Radioactive Waste Agency predicts that very low-level radioactive waste will be generated the most, at about 67.1%. If waste below clearance level among very low-level radioactive waste can be evaluated and reduced, a lot of costs can be saved. Among radioactive wastes, metal wastes in particular have various sizes, shapes, and densities. If radioactivity is measured without properly considering this, a large error occurs in the measured value even if the radioactivity value is the same. This requires a conservative measurement method using density correction taking into account the self-absorption effect. For conservative measurements, it is essential to compare measured values with calculated values using MCNP6 (Monte Carlo N-Particle). You must enter the geometry of the measurement environment and derive calculated values using F8 Tally. Clearance level of radioactive waste is determined through the above method. In addition, sufficient MDA (Minimum Detectable Activity) must be secured to determine clearance level by using NaI(Tl), plastic scintillator configuration, and lead shielding. Nuclide analysis is performed using a NaI(Tl) scintillator and the total gamma radioactivity is evaluated using a highly efficient plastic scintillator.
The configuration management system was implemented on the basis of a document management system that secured stable understanding, scalability, document security, and convenience in small modular reactor. To reduce the cost and risk of errors, configuration management is implemented to maintain a balance between design requirements, physical configuration, facility configuration information. In the initial stages, configuration change review procedures was developed with the main purpose of change management such as classification system management, configuration control committee management, configuration change review preparation, configuration control committee operation, followup measures, current status and tracking management. The preparation of the configuration change review consisted of preparation, distribution approval, designation of reviewers, review, collection of review opinions, and preparation of resolution results. In the operation of the configuration control committee, it was conducted by designating review members, reviewing members, collecting operation, and approval them. The next step is to supplement and develop the requirements of IEEE Std 828-2012, such as configuration management planning, configuration management control, configuration identification, configuration change control, configuration status monitoring, configuration audit, interface management, and release management. Through this, issue raising, action management, and baseline management will be implemented.
Today’s manufacturers must respond quickly to customer needs. In particular, make-to-order companies are constantly striving to satisfy customer demand for products in order to secure more favorable conditions in the future through bidding. In this bidding process, quotations play a very important role in providing favorable conditions. And the most important content that companies strive to satisfy their customers is the product's performance. Therefore, a company can attract customers and secure economic profits through good quotations, but it can be said that the first priority is to match the performance of the products requested by the customers. That is, when a company creates a quotation, it is important to structure the quotation according to the performance of the product. Thus, this paper intends to present a quotation management framework and a quotation BOM information model for constructing quotations efficiently in make-to-order manufacturing. And, in order to prove the usefulness of the proposed quotation management framework, we presents an case of the construction of an quotation management system based on the JAVA platform. As a result, the integrated quotation management system based on the proposed quotation management framework and quotation BOM has been successfully operated in a make-to-order company that manufactures marine engines.
본 연구는 백제역사유적지구 세계유산 등재과정에서 문화유산 보존관리체계의 골격을 형성하는 보존관리구역 구성체계와 공간적 범위 설정문제를 중심으로 제기되었던 다양한 쟁점사항에 대한 분석을 통하여 문화유산 보존관리체계의 대안적 방향을 제시해보고자 하는 목적을 지니고 있다. 한국에서의 문화재에 대한 보존관리체계는 『문화재보호법』에 근거하여 설정되는 문화재구역, 문화재보호구역, 역사문화환경 보존지역을 근간으로 운용된다. 반면에 『세계유산 협약 이행을 위한 운영지침』에서는 유산구역, 완충구역 그리고 주변 환경 등을 근간으로 유산 보존관리체계가 운용되고 있다. 세계유산 보존관리체계와 관련하여 국내 『문화재보호법』은 매우 합리적이며 선진적인 문화재 보존관리체계를 구축하고 있다. 그러나 이러한 장점을 제대로 활용하기 위해서는 구역 세분화와 연계하여 문화재구역과 보호구역, 역사문화환경 보존지역에 대한 명확하고 합리적인 성격을 부여하는 한편, 단편적인 규제 중심의 관리체계가 아닌 문화재구역과 보호구역, 역사문화환경을 일체화한 종합적, 계획적 시각에 입각한 운영체계가 구축될 필요가 있다.
This paper described the dynamic characteristics of 20-story apartment buildings from the results of full-scale measurements and analysis. The natural frequencies and mode shapes are quantified by measuring and analyzing ambient vibrations of the structure and compared with the results from dynamic analysis. Comparison with computed mode shapes and frequencies shows good agreement with the experimental results. It proved that it is important to estimate coupling beam and soil parameters through a comparison of the measured results with calculated results.
Common Maritime Data Structure (CMDS) is commonly used by shore and ship users in e-Navigation data domain. In the overarching of e-Navigation architecture, IHO uses S-1XX, a digital exchange standard for next-generation marine information, as data exchange standard. The current CMDS has the advantage of intuitively recognizing the overall structure of e-Navigation. However, it has disadvantage in that it does not allow stakeholders to easily understand benefits that e-Navigation can provide when implementing e-Navigation. In this study, the direction of improving existing system for effective e-Navigation implementation was proposed considering RCOs (Risk Control Options) with expected composition of ship/ shore/ communication system by sector.
When using commercialized robot assisted laparoscopic, surgeon has met some problems to depend only on image of the surgical field. To solve it, there were various researches. The previous study showed that it is possible to estimate the operation force on the commercialized instrument inside patient without sensors. To apply the estimated force to a haptic master console for the laparoscopy surgical robot system, the light haptic master console should be designed. This paper suggests the design of lighter master console handle to reduce a weight of the console whose structure can match with the joint and DOF of an instrument. A cable-conduit mechanism is designed to make light structure to perform a delicate manipulation. The cable-conduit mechanism removes the weight and inertia of link caused by haptic actuator and encoder which is separated from handle link of a manipulator.
근래 토목 구조물에서 방재 및 유지관리 시스템에 대한 중요성이 부각되고 있고 상당히 중요한 역할을 하고 있다. 특히 교량, 터널, 기타 구조물 유지관리시스템에서 무선통신 기술을 접목시켜 신개념 관리 시스템 구축이 활발히 진행되고 있다. 더욱이 무선통신 기술의 발전으로 보다 신속하고 정확한 위치인식이 가능하고 일반 이용자들도 전문 기술자들의 지식을 인터넷이나 스마트 폰과 같은 통신매체를 통해 쉽게 인지할 수 있다.
본 논문의 목적은 UWB 측위시스템 개념을 교량 케이블 형상관리와 융합시켜 모든 자유 공간 내에 목적대상물에 대하여 전 구역에 구축되어 있는 기지국과 유무선 망을 이용해, 각 기지국과 AP(Access Point) 등에 좌표를 부여하고, Tag의 전파를 통해 언제, 어디서나, 누구나 정적, 동적 객체 위치 개념의 교량 케이블 정보, 해석, 관리를 할 수 있는 신개념 교량 케이블 형상관리 시스템을 구축하는데 있다.