• 제목/요약/키워드: Resilient Theory

검색결과 26건 처리시간 0.027초

리질리언트 이론을 활용한 경관 디자인에 관한 연구 - 'The High Line' 를 중심으로 - (Research on Landscape Design by Flexibly Using Resilient Theory - Focused On 'New York High Line Park'-)

  • 천원리;홍관선
    • 한국콘텐츠학회논문지
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    • 제20권1호
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    • pp.644-657
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    • 2020
  • 도시화 발전이 초래한 환경 문제와 자연의 지진 및 홍수와 같은 자연 재해의 영향으로 인해 디자이너들은 환경오염과 자연 재해 앞에서 도시 생태 시스템의 예방능력과 미래 적응 능력에 주목하기 시작하였다. 본연구는 '리질리언트 이론'을 도입하여 경관 환경에서 리질리언트 디자인의 구체적인 실제 응용 및 공간의 리질리언트 부족 문제를 해결하는 것을 연구하여, 공간이 경제, 문화, 사회 등 가치를 지니게 하여 보다 과학적인 참고 의미를 제공하고자한다. 'The High Line'을 대상으로 선정한 선행 이론과 실천 사례 고찰에서 생태성, 지속 가능성, 다양성, 적응성, 재활용성 등 다섯 가지 구성 요소를 도출하였고, 또 사례의 경관 공간 리질리언트 전략의 이들 5개의 구성 요소의 구체적 응용에 대한 분석을 진행하여, 리질리언트 디자인이 'The High Line' 경관 계획에서의 응용 특징 및 영향 요인을 정리하였다. 연구 결과에 따라 리질리언트 전략은 디자인 과정 및 경관 공간에 대한 체계적 관리를 나타내고, 리질리언트 디자인은 그 자체만으로 환경의 품질을 강화하며 환경이 외부 충격을 방어하는 수요를 만족시켜 환경의 변화에 적응한다는 것을 알 수 있었다. 때문에 리질리언트 디자인은 도시의 지속적 발전을 강화하고 주기적 순환계통을 구축할 수 있다.

기술·사회적 특성을 고려한 워터프론트 도시의 리질리언트 공간계획 (A Planning Direction of Resilient Waterfront City considering Technological and Social Meaning)

  • 이금진;최진희
    • 한국재난정보학회 논문집
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    • 제14권3호
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    • pp.352-359
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    • 2018
  • 연구목적: 본 연구는 급속히 진행되는 온난화로 인해 발생되는 예측 불가한 기상이변에 대한 사전 대응방안뿐 아니라 재난재해 위기 시 및 복구 중에도 도시의 기능을 유지하도록 하는 사후 회복과 안정성 방안을 제안하고자 한다. 연구방법: 기술적 관점과 사회적 관점에서 리질리언스 이론을 살펴보고 네덜란드의 리질리언트 정책과 전략을 통해 워터프론트 공간의 리질리언트 계획방안을 모색한다. 연구결과: 기후변화로 인한 해수면 상승과 홍수에 유연하게 대응하기 위한 지역 특성에 따른 예방계획 및 재해 후 도시기능 유지방안과 재해재난 위험을 고려한 공간계획 수립 및 홍수위험수준을 고려한 계획방안은 워터프론트 이용을 위한 토지이용과 사회적 성장 동반, 지역특성을 고려한 재난재해 취약성을 고려한 계획, 재난재해위험을 고려한 물관리 계획 등이다. 결론: 도시공간을 창출함에 있어 기존의 공간계획방식을 넘어 이상기후에 대응한 새로운 도시개발방식이 필요하며, 특히 기후변화에 가장 취약한 워터프론트의 공간적 특성에 따른 리질리언스 전략이 요구된다.

도시 수변 완충지역의 경관 계획에 관한 연구 - 탄성 (resilient) 관점의 계획 사례분석을 중심으로 - (Research on Landscape Plan Strategy of Urban Waterside Space Buffer Zone - Focused on the Case of the Resilient Perspective of Plan -)

  • 양멍;홍관선
    • 한국콘텐츠학회논문지
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    • 제20권7호
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    • pp.404-416
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    • 2020
  • 홍수는 도시가 피할 수 없는 자연재해이다. 홍수 재해는 도시의 경제와 안전, 그리고 지속발전을 심각하게 저해한다. 수변 공간에 대한 개발과 건설 과정에서 기본적인 방재시설의 건축을 통해 홍수의 경제적 피해를 줄이고자 막대한 자본을 투입하더라도 이를 완전히 피할 수는 없으며. 재해 발생 후 도시의 재건 비용은 방재(防災)시설의 건설비용보다 훨씬 많은 비용을 필요로 한다. 최근 몇 년간 도시재건 등에 있어 탄성(resilient)이론은 학계의 광범위한 토론과 주목을 불러일으키며 도시의 문제해결에 관한 주제가 되어왔다. 즉, 탄성의 방재개념을 이론과 경험적 요소를 토대로 어떻게 실천으로 전환시켜야 하는지가 도시방재가 마주하고 있는 현실적 문제이다. 본 논문은 도시의 수변(공간) 완충지역(홍수 취약지역)여 관한 이론 문헌과 도시의 실천 사례연구를 통해 탄성 방재이론인 5R 요소를 명확화하고, 이에 따른 상세 대책을 제시하고자 한다. 또한, 도시의 수변완충지역을 중심으로 탄성 방재이론 요소의 도시수변(공간)계획에서의 실행 가능성을 강조하는 동시에 다음과 같은 두 가지 문제를 해결하고자 한다. 첫째, 방재계획수단을 이용해 도시수변토지의 개별 효용과 수변완충지역의 방재기능 간의 갈등을 완화하는 것과 둘째, 수변완충지역이 탄성 방재계획을 통해 방재 측면에서 홍수가 수반하는 문제에 최대한 대응할 수 있게 하는 것이다.

Design and modelling of pre-cast steel-concrete composites for resilient railway track slabs

  • Mirza, Olivia;Kaewunruen, Sakdirat;Kwok, Kenny;Griffin, Dane W.P.
    • Steel and Composite Structures
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    • 제22권3호
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    • pp.537-565
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    • 2016
  • Australian railway networks possess a large amount of aging timber components and need to replace them in excess of 280 thousands $m^3$ per year. The relatively high turnover of timber sleepers (crossties in a plain track), bearers (skeleton ties in a turnout), and transoms (bridge cross beams) is responsible for producing greenhouse gas emissions 6 times greater than an equivalent reinforced concrete counterparts. This paper presents an innovative solution for the replacement of aging timber transoms installed on existing railway bridges along with the incorporation of a continuous walkway platform, which is proven to provide environmental, safety and financial benefits. Recent developments for alternative composite materials to replace timber components in railway infrastructure construction and maintenance demonstrate some compatibility issues with track stiffness as well as structural and geometrical track systems. Structural concrete are generally used for new railway bridges where the comparatively thicker and heavier fixed slab track systems can be accommodated. This study firstly demonstrates a novel and resilient alterative by incorporating steel-concrete composite slab theory and combines the capabilities of being precast and modulated, in order to reduce the depth, weight and required installation time relative to conventional concrete direct-fixation track slab systems. Clear benefits of the new steel-concrete composites are the maintainability and constructability, especially for existing railway bridges (or brown fields). Critical considerations in the design and finite element modelling for performance benchmarking of composite structures and their failure modes are highlighted in this paper, altogether with risks, compatibilities and compliances.

노반재료의 소성침하 예측식을 이용한 강화노반 두께 산정 (Estimation of Reinforced Roadbed Thickness based on Experimental Equation)

  • 신은철;양희생;최찬용
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 춘계학술대회 논문집
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    • pp.1747-1755
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    • 2008
  • Design of the reinforced roadbed thickness is concerned with safe operation of trains at specified levels of speed, axle load and tonnage. There are two methods for evaluating it. One is using an experimental equation and the other is using elastic theory with considering axle load, material properties of subsoils and allowable elastic settlement. Multi-layered theory is used to determine reinforced roadbed thickness by RTRI. Although their reinforced roadbed thickness is designed with an objective of achieving a minimum standard 2.5mm of settlement on the subgrade surface, it is hardly applied to real design. Li(1994) has suggested the experimental model which design approach is to limit plastic strain and deformations for the design period. It is worth due to adopting soil equivalent number of repeated load application. Moreover, it has been a more advanced method than existing design methods because including resilient modulus of subsoil beneath track, soil deviator stress caused by train axle loads and MGT. In this paper, it is analyzed under domestic track conditions to estimate the reinforced roadbed thickness with different soil types.

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A Case Study on Kakao's Resilience: Based on Five Levers of Resilience Theory

  • Song, Minzheong
    • International Journal of Internet, Broadcasting and Communication
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    • 제9권3호
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    • pp.44-58
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    • 2017
  • The purpose of this study is to prove the Korean Internet company, Kakao's resilience capacity. For it, this paper reviews the previous literatures regarding Kakao's business models and discusses 'resilience' theory. Then, it organizes the research questions based on the theoretical background and explains the research methodology. It investigates the case of Kakao's business and organization. The case analysis shows that five levers of resilience are a good indicator for a successful platform business evolution. The five levers are composed of coordination, cooperation, clout, capability, and connection: First lever, coordination that makes the company to restructure its silo governance in order to respond to actual business flow starting from the basic asset like game and music content; second lever, cooperation where the firm provides creative people with playground for startups such as KakaoPage; third lever, clout where the company shares its data by opening its API of AI and chatbot to $3^{rd}$ party developers; fourth lever, capability where the firm establishes AI R&D center, KakaoBrain as the function of multi-domain generalist for developing diverse platforms tackling customer needs; and the last fifth lever, connection where the firm continues to expand its platform business to the peripheries, O2O businesses such as KakaoTaxi, KakaoOrder, KakaoPay, and KakaoBank. In conclusion, this study proposes Internet companies to be a resilient platform utilizing those five levers of resilience in order to form successful platform. This study contributes to the agile innovation of Internet platform with ecological sense.

자산형성프로그램을 이용한 저소득가정의 탄력성 형성 과정에서의 가정자원 관련 경험 (Experiences of Family Resources in Resilience Development Process for Low-Income Families Participating in Asset Building Program)

  • 김미영
    • Human Ecology Research
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    • 제55권3호
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    • pp.321-336
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    • 2017
  • This study examines the effect of family resources on low-income families by exploring their holistic experience of poverty to the formation of resilience. A grounded theory approach is utilized to structure process from their experience of poverty as well as the use of social welfare services to the formation of resilience. This study targets 17 families involved in the pilot project for the beneficiaries of an asset building program in Seoul. In accordance with open coding and a paradigm model by the result of axial coding, 86 concepts, 23 sub-category, and nine categories are produced. These categories are classified into the causal condition (a tough life due to poverty), contextual condition (being the recipient of an asset building program), intervening conditions (interpersonal resources and effects of accumulated time or experience), central phenomenon (a will to live and overcome poverty), actions/interactions (active behavior and change of attitude), and consequences (change of asset levels and increased efficacy in their lives). The integrating categories identify the core category as 'the process of making a resilient life out of the power to live' and a final process model is organized. The results suggest crucial implications to develop comprehensive policies to address poverty issues for low-income families with a strength-based approach.

직교스프링들에 의해 지지되는 강체의 진동 설계 (Vibration Design of a Rigid Body Supported by Orthogonal Springs)

  • 장선준;이준호;최용제
    • 대한기계학회논문집A
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    • 제31권1호
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    • pp.97-104
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    • 2007
  • Vibration analysis of a rigid body supported by in-parallel linear springs can be greatly simplified by utilizing the conditions for a plane of symmetry. The vibration modes of an oscillatory system having plane of symmetry are classified into the in-plane and out-of-plane modes. From the viewpoint of screw theory, they represent respectively the vibration axes perpendicular to the plane of symmetry and lying in the plane of symmetry. In this paper, the sets of orthogonal and mutually intersecting three springs are used as resilient support of a rigid body. The geometrical conditions for the system to have a plane of symmetry and diagonalized stiffness matrix are presented. From the orthogonality of the vibration modes with respect to the inertia matrix, the geometrical relation between the reaction wrenches and the vibration modes are derived. This geometrical relation is then used to get the cubic design equation for the design of out-of-plane modes. The numerical design example of engine mounts is presented in order to explain the suggested design technique.

Apply evolved grey-prediction scheme to structural building dynamic analysis

  • Z.Y. Chen;Yahui Meng;Ruei-Yuan Wang;Timothy Chen
    • Structural Engineering and Mechanics
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    • 제90권1호
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    • pp.19-26
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    • 2024
  • In recent years, an increasing number of experimental studies have shown that the practical application of mature active control systems requires consideration of robustness criteria in the design process, including the reduction of tracking errors, operational resistance to external disturbances, and measurement noise, as well as robustness and stability. Good uncertainty prediction is thus proposed to solve problems caused by poor parameter selection and to remove the effects of dynamic coupling between degrees of freedom (DOF) in nonlinear systems. To overcome the stability problem, this study develops an advanced adaptive predictive fuzzy controller, which not only solves the programming problem of determining system stability but also uses the law of linear matrix inequality (LMI) to modify the fuzzy problem. The following parameters are used to manipulate the fuzzy controller of the robotic system to improve its control performance. The simulations for system uncertainty in the controller design emphasized the use of acceleration feedback for practical reasons. The simulation results also show that the proposed H∞ controller has excellent performance and reliability, and the effectiveness of the LMI-based method is also recognized. Therefore, this dynamic control method is suitable for seismic protection of civil buildings. The objectives of this document are access to adequate, safe, and affordable housing and basic services, promotion of inclusive and sustainable urbanization, implementation of sustainable disaster-resilient construction, sustainable planning, and sustainable management of human settlements. Simulation results of linear and non-linear structures demonstrate the ability of this method to identify structures and their changes due to damage. Therefore, with the continuous development of artificial intelligence and fuzzy theory, it seems that this goal will be achieved in the near future.

새로운 지역개발전략으로서의 회복탄력성의 요소와 인과순환적 원형구조에 관한 연구 (A Study on the Components and Systems Archytypes of the Resilience for the New Regional Development Strategy)

  • 최남희
    • 한국시스템다이내믹스연구
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    • 제16권4호
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    • pp.155-178
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    • 2015
  • This study aims to explore the new paradigm of regional development strategy with the theory of Resilience. Resilience can be defined in terms of a set of interacted capacities to absorb and adapted to different kinds of shocks and disturbance at the regional level. This study focuses particularly on the interaction of component of resilience with the context of regional development strategy. As a result of the Systems thinking approach about dynamic interactions between resilience components and regional problems, this study find that there are many feedback structures which is need for a better understanding of the complex regional resilient development system. This study suggests that the Archytypes of resilience-focused strategy of regional development, which could help achieve an evolution for regional community and people to adapt and bounce back from crisis.