• 제목/요약/키워드: capability building

검색결과 449건 처리시간 0.026초

The new criterion on performance-based design and application to recent earthquake codes

  • Azer A. Kasimzade;Emin Nematli;Mehmet Kuruoglu
    • Earthquakes and Structures
    • /
    • 제24권1호
    • /
    • pp.11-20
    • /
    • 2023
  • "Performance-based design (PBD)" is based on designing a structure with choosing a performance target under design criteria to increase the structure's resistance against earthquake effect. The plastic hinge formation is determined as one of the fundamental data in finite elements nonlinear analysis to distinguish the condition of the structure where more significant potential damage could occur. If the number of plastic hinges in the structure is increased, the total horizontal load capability of the structure is increased, also. Theoretically, when the number of plastic hinges of the plane frame structure reaches "the degree of hyperstaticity plus one", the structure will reach the capability of the largest ultimate horizontal load. As the number of plastic hinges to be formed in the structure increases towards the theoretical plastic hinge number (TPHN), the total horizontal load capability of the structure increases, proportionally. In the previous studies of the authors, the features of examining the new performance criteria were revealed and it was formulated as follows "Increase the total number of plastic hinges to be formed in the structure to the number of theoretical plastic hinges as much as possible and keep the structure below its targeted performance with related codes". With this new performance criterion, it has been shown that the total lateral load capability of the building is higher than the total lateral load capability obtained with the traditional PBD method by the FEMA 440 and FEMA 356 design guides. In this study, PBD analysis results of structures with frame carrier systems are presented in the light of the Turkey Building Earthquake Code 2019. As a result of this study, it has been shown that the load capability of the structure in the examples of structures with frame carrier system increases by using this new performance criterion presented, compared to the results of the examination with the traditional PBD method in TBEC 2019.

SW프로세스능력에 관한 현황과 기업성과에 관한 연구 (An Empirical Research for the Software Process Capability and Organizational Performance in Korea)

  • 나미자;남기찬;김정욱;박수용
    • 품질경영학회지
    • /
    • 제30권1호
    • /
    • pp.22-46
    • /
    • 2002
  • Recently, increasing attention has been paid to building the software quality and software productivity due to ongoing software crisis. To overcome such problem, one of the many alternatives is to use the capability maturity model (CMM) suggested by the Software Engineering Institute(SEI), focusing on the improvement of software progress. This research is proposed the theoretical framework for CMM based on the previous studies, and review the status of software process on the software development organization. We then examine the impact of the software process capability on the organizational performance including financial measures and non-financial measures. Hypotheses on software process capability were tested 144 organizational units. The 62.5% of foreign companies are distribute to the second and third level, the Korean firms in this study are indicated the first level. Result indicate that maturity of software process may be served the key predictor of organizational performance, in particular the positive relationship between the software process and non-financial performance index such as customer service, IT Infrastructure, marketing, supplier and purchaser, production and operation.

건축구조해석을 위한 선후처리 프로그램의 개발 (Developing A Pre-and Post-Procellor for Building Analysis)

  • 이정재
    • 한국농공학회지
    • /
    • 제36권2호
    • /
    • pp.31-43
    • /
    • 1994
  • General concepts and overall procedures of interactive graphical user interface, a preand post- processor, for building analysis are introduced. Attention is forcused on the data structures and the modeling operators which can ensure the intergrity of its database should have. An example of model building process is presented to illustrate its capability, its facilities for modifying, and for processing.

  • PDF

협동교전능력(CEC) 체계구축을 위한 해상작전 적용효과 분석 방법론 (A Methodology for Analyzing Effects of the Cooperative Engagement Capability System Applied to Naval Operations)

  • 정용태;정봉주;최봉완;임동순
    • 산업경영시스템학회지
    • /
    • 제42권1호
    • /
    • pp.95-105
    • /
    • 2019
  • The Cooperative Engagement Capability (CEC) System produces a synergy between the sensors and shooters that are used on various platforms by integrating them. Even the US Navy has been recently adopting the CEC system that maximizes the effectiveness of the air defense operations by efficiently coordinating the dispersed air defense assets. The Navy of other countries are conducting research studies on the theory and application methods for the CEC system. The ROK Navy has limited air defense capabilities due to its independent weapons systems on battle ships. Therefore, the ROK Navy is currently going through a phase where research on proving the validity of building the CEC system because it will provide a way to overcome the limit of the platform based air defense capability. In this study, our goal is to propose methods that maximize the air defense capability of ROK Navy, identify the available assets for constructing the CEC system, and estimate effects of the CEC system when it is applied to the naval operations. In addition, we will provide a simple model that was developed to estimate these effects and a case study with virtual data to demonstrate the effects of the system when it is applied to the naval operations. The research result of this study will provide a way for building the basis of the Korean CEC system.

뿜칠형 초속경화 폴리우레아수지 도막방수재의 성능평가에 관한 연구 (A Study on Waterproofing Performance Evaluation of Polyurea Resin Waterproofing Membrane Coating of Velocity per Second Hardening)

  • 오상근;김수련;이성일
    • 한국건축시공학회지
    • /
    • 제2권1호
    • /
    • pp.131-138
    • /
    • 2002
  • There is a problem to be solved for improvement of durability and safety supervision. When you do the waterproofing work of main concrete from the design stage, the material and method of construction need to be correctly applied to appropriate circumstance conditions. Epoxy have mostly been used for concrete water tank structure. Lately, lots of subjects on adaption of polyurea resin waterproofing and anticorrosive are under discussion. Then, we attempt to approach by evaluating and comparing every capabilities with another waterproofs in this study. Performance evaluation items include the adherence performance, the imprint of seal performance, temperature dependence performance, promotion weatherizing ability, Inner chemical performance. drinking water eruptive performance. Through the experiment analysis, we found that the polyurea resin waterproofing membrane is dominantly superior to other waterproofs. According to this study, we suggest the polyurea resin waterproofing membrane as a new waterproofing material for concrete structure.

비노출 방수층에 작용하는 정하중과 동하중 작용 후의 방수층 물성변화에 관한 연구 (A Study on the Change of Physical Capability of Waterproofing Layer after the Application of Static Load and Moving Load to a Non-Exposed Type Waterproofing Layer)

  • 선윤숙;김진성;오상근
    • 한국건축시공학회:학술대회논문집
    • /
    • 한국건축시공학회 2007년도 춘계학술논문 발표대회
    • /
    • pp.141-145
    • /
    • 2007
  • The part in the structure that is most affected by changes of external temperature is the protective concrete layer that protects a waterproofing layer. Also, the waterproofing layer that is situated under or on the back of such a protective concrete layer is affected by temperature and the behavior of the protective concrete layer under the condition of consolidation or close adhesion. In particular, in many cases, the damage is serious mainly around the projection (such as a parapet), crack, and joint (expansion joint). However, there is no proper way of examining again the non-exposed waterproofing layer once it has been constructed. Therefore, there is an assessment only on the physical property of materials and the capability of the layer in construction, and there is no actual assessment in consideration of its environmental condition or the condition of the use of buildings after construction. Therefore, in order to create more pleasant buildings and to enhance the durability of structures, this study conducts research into the change of capability of non-exposed waterproofing material after the application of a static load and moving load on the waterproofing layer situated under or on the back of protective concrete.

  • PDF

그린팀버월 패널의 전단성능 (Shear performance of green timber wall panels)

  • 김윤희;신일중;장상식
    • 농업과학연구
    • /
    • 제38권3호
    • /
    • pp.541-547
    • /
    • 2011
  • Korean building industry was developed by concrete and steel construction. However, concrete and steel have some problems which low carbon storage capability and difficulty of recycling. According to many studies, timber has high carbon storage capability, high recycling capability and sustainable supporting capability. Focus on this factors of timber, make new wall structure as Green Timber Wall panels and check the shear performance to use wall system in housing construction such as light-weight timber construction and nondearing wall on other construction. In the results, B-4-B and B-4-S show similar modulus of shear stiffness on the table. GH-4-GH has slip shape failure mode between Green Timber Wall boards. GH-4-GV has most stable characteristic curve than other specimens.

Supplier-assembler Network Structure and Capability Improvement of Suppliers in Newly Emerging Vietnam's Motorcycle Industry

  • Pham Truong Hoang;Shusa Yoshikazu
    • 기술혁신연구
    • /
    • 제14권2호
    • /
    • pp.143-165
    • /
    • 2006
  • By analyzing five in-depth case studies of suppliers in newly emerging Vietnam's motorcycle industry, this paper explores the differences in patterns and processes of capability improvement of suppliers who participate in different kinds of supplier-assembler network with different structures. The paper finds the correlation between the kinds of suppliers' capabilities improved and the structure of networks they participate in. While suppliers in arm-length networks can improve more upstream capabilities (structure design, process desist), suppliers in embedded networks can improve more downstream capabilities (process design, process setup, process maintenance and delivery control). Two capability improvement patterns of firms in newly emerging economy are indicated. The first pattern is asymmetrical improvement, either upstream or downstream capabilities, by participating in either arm-length or embedded networks. This pattern obstructs the suppliers to meet the requirements of new buyers rho come from different kinds of network. The second pattern is symmetrical improvement by joining both arm-length and embedded networks.

  • PDF

Technological Innovation Induced Growth of Engineering Industry SMEs: Case Studies in Bangalore

  • Krishnaswamy, KN;Subrahmanya, MH Bala;Mathirajan, M
    • Asian Journal of Innovation and Policy
    • /
    • 제4권2호
    • /
    • pp.217-241
    • /
    • 2015
  • This paper, based on two engineering industry SME case studies, traces the origin and process of technological innovations enabling the development and introduction of new products leading to market expansion and enterprise growth. The study throws light on how entrepreneurs played a decisive role in recognizing market opportunities, building up crucial in-house technological capability, supplementing it with appropriate external assistance, to carry out technological innovations. A constant interaction with its customers is in-built into the system. As a result, the SMEs could achieve successful product innovations leading to their gradual growth, over time. Finally, based on the observations and inferences derived out of the two cases, a theoretical construct of the growth of innovation in SMEs is postulated. This is done linking the three stages of their development: (i) start-up and stabilizing, (ii) building up technological capability and implementing innovations; and (iii) opening up of new markets resulting in firm growth.