• 제목/요약/키워드: Project Failure

검색결과 409건 처리시간 0.035초

Development of Tunnel Asset Management (TAM) Program

  • Hamed Zamenian;Dae-Hyun (Dan) Koo
    • 국제학술발표논문집
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    • The 5th International Conference on Construction Engineering and Project Management
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    • pp.576-582
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    • 2013
  • Typical highway infrastructure systems include roadway pavement, drainage systems, tunneling, and other hardware components such as guardrails, traffic signs, and lighting. Tunnels in a highway system have provided significant advantages to overcoming various natural challenges including crossing underneath bodies of water or through mountainous areas. While only a few tunnel failure cases have been reported, the failure rate is likely to increase as these assets age and because agencies have not emphasized tunneling asset management. A tunnel system undergoes a deterioration life cycle pattern that is similar to other infrastructure systems. There are very few agencies in the United States implementing comprehensive tunnel asset management programs. While current tunnel asset management programs focus on inspection, maintenance, and operation safety, there is an increasing need for the development of a comprehensive life cycle tunnel asset management program. This paper describes a conceptual framework for a comprehensive tunnel asset management program. The framework consists of three basic phases including a strategic plan, a tactical plan, and an operational plan to provide better information to the decision makers. The strategic plan is a basic long term approach of tunnel asset management. The tactical plan determines specific objectives and the operational plan actually applies asset management objectives in practice. The information includes operational condition, structural condition, efficiency of the system, emergency response, and life cycle cost analysis for tunnel capital improvement project planning.

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공동주택 사업의 수지분석 항목에 대한 민감도 분석에 관한 연구 (A Study on the Sensitivity Analysis of the Financial Analysis Item in Apartment Project)

  • 김광호
    • 한국건설관리학회논문집
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    • 제7권1호
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    • pp.100-109
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    • 2006
  • 현행 민간 시행사에 의한 주택 개발사업의 토지비 차입 구조는 사업자체의 타당성에 의한 진정한 의미의 프로젝트 파이낸싱(project financing)이라기보다는 담보능력이 약한 민간 시행사에 대하여 건설사의 지급보증을 필요로 하는(corporated financing)구도이다. 따라서 정확하지 못한 타당성 분석에 의한 사업진행은 사업 주체에 큰 타격을 줄 수 있으며, 더욱이 건설사의 경우 도급업체로서의 건설대금에 대한 리스크 외에 지급보증에 의한 리스크를 이중으로 부담하게 되어 치명적인 타격을 줄 수 있다 또한, 최근의 $8{\cdot}31$부동산 정책이후 분양시장의 환경 변화로 인해 정밀한 타당성 분석이 요구되어 지고 있다. 따라서 본 연구는, 이러한 상황인식 하에서 타당성 분석의 정밀도와 수지분석 항목과 관련된 사항에 대한 의사결정의 우선순위를 위하여, 지가에 따른 몬테칼로 시뮬레이션을 이용한 주택 개발사업의 사례분석을 통하여, 사업이익에 대한 수지분석 항목의 민감도 분석을 목적으로 한다.

CONSTRUCTION PROJECT CLAIM MANAGEMENT

  • M. ASLAM MIRZA
    • 국제학술발표논문집
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    • The 2th International Conference on Construction Engineering and Project Management
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    • pp.160-168
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    • 2007
  • Conflicts of interest and independent agenda of the parties brought together for implementation of a construction project often leads to dispute in Contract and claim situations. Construction Industry is notorious for claim that is managed on its arising and there lacks an endeavor to minimize the breeding grounds through efficient planning and alignment to purpose, of all contract-documents. There failure of a concerted effort entails wastage of resources, delayed completion of facilities and stained relationships of parties when collide in mistrust in contract to win over the other. There needs a focus on the claim breeding issue and establish an effective mechanism to deal with disputes in urgency. Claim occurs mostly during the construction phase. But the seeds of claim and nutrients essential for development are contained in the contract documentation and the information supplied or not in pre-contract phase. Opportunity to prevent nutrients for seed of Claim comes to an end once tender-documents are finalized, the contract is awarded and established or not a mechanism for dealing with claim situation. The processes presented here would help in minimizing the breeding grounds and emergence of disputes during progression of works and dealing with eventualities in forceful manners for finding a resolution most effectively in relevant time.

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민간 개발 프로젝트 기획단계의 분석절차 및 리스크 관리 모델 구축 (Establishment of Analysis Process and Risk Management Model of Planning Phase in Private Development Project)

  • 허열;김수용;양진국
    • 한국건설관리학회:학술대회논문집
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    • 한국건설관리학회 2004년도 제5회 정기학술발표대회 논문집
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    • pp.408-413
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    • 2004
  • 민간 개발 프로젝트의 초기 기획단계는 프로젝트 전체의 성패를 좌우하는 중요한 부분이다. 하지만 기존의 기획단계 분석결과의 신뢰도는 중요도에 비해 높지가 않다. 따라서 기존 민간 개발 프로젝트 기획단계의 사례연구 및 연구자료 분석을 통해 근원적인 문제점을 분석하였다. 그 결과 기획단계의 업무 절차나 방법에 관한 체계적 분석 모델의 구축이 되지 않은 것에 그 원인이 있는 것으로 나타났다. 이에 본 연구에서는 그 해결방법으로 기획단계 분석절차 모델과 리스크 관리 모델 구축을 통해 체계적 분석방법을 제시하고자 한다. 제시된 분석방법은 기획단계 분석결과의 신뢰성을 증대시킬 수 있을 것으로 기대된다. 이와 함께 프로젝트 진행단계별 가이드라인을 제시함으로써, 프로젝트의 효율적 수행을 지원할 것으로 기대된다.

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Damage Mechanism of Drift Ice Impact

  • Gong, Li;Wang, Zhonghui;Li, Yaxian;Jin, Chunling;Wang, Jing
    • Journal of Information Processing Systems
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    • 제15권6호
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    • pp.1350-1364
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    • 2019
  • The ice damage occurs frequently in cold and dry region of western China in winter ice period and spring thaw period. In the drift ice condition, it is easy to form different extrusion force or impact force to damage tunnel lining, causing project failure. The failure project could not arrive the original planning and construction goal, giving rise to the water allocation pressure which influences diversion irrigation and farming production in spring. This study conducts the theoretical study on contact-impact algorithm of drift ices crashing diversion tunnel based on the symmetric penalty function in finite element theory. ANSYS/LS-DYNA is adopted as the platform to establish tunnel model and drift ice model. LS-DYNA SOLVER is used as the solver and LS-PREPOST is used to do post-processing, analyzing the damage degrees of drift ices on tunnel. Constructing physical model in the experiment to verify and reveal the impact damage mechanism of drift ices on diversion tunnel. The software simulation results and the experiment results show that tunnel lining surface will form varying degree deformation and failure when drift ices crash tunnel lining on different velocity, different plan size and different thickness of drift ice. The researches also show that there are damages of drift ice impact force on tunnel lining in the thawing period in cold and dry region. By long time water scouring, the tunnel lining surfaces are broken and falling off which breaks the strength and stability of the structure.

임계변형률 이론에 기반한 초소형 위성용 SAR 제어부 전장품 구조설계 (Structural Design of SAR Control Units for Small Satellites Based on Critical Strain Theory)

  • 김정기;채봉건;이승훈;오현웅
    • 항공우주시스템공학회지
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    • 제18권2호
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    • pp.12-20
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    • 2024
  • 초소형 위성체의 태생적 공간 제약으로 탑재 전장품은 발사진동환경 하 구조건전성 확보를 위한 보강설계 적용에 한계가 존재하며, 피로파괴에 취약한 고집적 소자의 실장으로 고신뢰도의 평가기법이 요구된다. 종래 전장품 구조건전성 평가를 위해 Steinberg 피로파괴 이론이 적용되고 있으나 최근 연구들에서 이론적 한계점들이 보고되고 있다. 본 논문에서는 상기 이론의 한계점을 극복한 임계변형률 이론기반 방법론을 적용하여 초소형 SAR 군집위성 S-STEP(Small SAR Technology Experimental Project)의 X대역 SAR 탑재체 구성품 중 DCU(Digital Control Unit)를 설계하였다. 설계 유효성 검증을 위해 단순화된 모델링 기법을 기반으로 모드 해석, 랜덤 해석을 수행하였다. 적용한 방법론을 기반으로 해석 결과분석 및 안전여유 도출과 발사진동환경시험 전후 기능시험을 통해 최종적으로 전장품의 구조건전성이 확보됨을 입증하였다.

소프트웨어 치적 배포시기 결정 방법에 대한 고찰 (Study on The Optimal Software Release Time Methodology)

  • 이재기;박종대;남상식;김창봉
    • 전자공학회논문지CI
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    • 제40권2호
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    • pp.26-37
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    • 2003
  • 소프트웨어 배포 문제는 프로젝트관리에 매우 중요하다. 왜냐하면 다양한 운용 환경 하에서 개발비용 및 에러의 발견, 수정 등에 밀접한 관계에 있기 때문이다. 본 논문은 대형 교환시스템 소프트웨어의 Release 시점을 예측할 수 있는 최적배포 문제로서 시스템의 안정도를 평가해 볼 수 있는 측면에서 소프트웨어 최적 배포 문제를 다루었다. 또, 신뢰도 평가 기준을 제시하여 제품의 적기 공급 및 개발자원의 효율적 이용 측면을 분석하고 신뢰성 평가 척도와 개발비용 고려한 최적 배포 문제를 기술하였다. 그밖에 소프트웨어 신뢰도 성장 모델 중 지수형 모델을 근거로 한 초기 고장데이터를 활용하여 교환시스템의 소프트웨어 개발비용과 신뢰성 평가기준을 고려한 최적 배포시기를 결정하고 시험시 발생된 고장데이터에 대한 분석 및 관리기법 등을 소개한다.

복합재료 교량 시스템의 정적거동 분석 및 파괴모드에 관한 연구 (Study of Failure Mode and Static Behavio of Lightweight FRP Bridge Deck System)

  • 정우영;이형길;안병윤;백상훈
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2006년도 정기 학술대회 논문집
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    • pp.922-927
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    • 2006
  • There is a concern with worldwide deterioration of highway bridges, particularly reinforced concrete. The advantages of fibre reinforced plastic(FRP) composites over conventional materials motivate their use in highway bridges for replacement of structures. Recently, an FRP deck has been installed on a state highway, located in New York State, as an experimental project. In this paper, a systematic approach for analysis of this FRP deck bridge is presented. Multi-step linear numerical analyses have been performed using the finite element method to study the structural behavior and the possible failure mechanism of the FRP deck-superstructure system Deck's self-weight and ply orientations at the interface between steel girders and FRP deck are considered in this study. From this research, the results of the numerical analyses were corroborated with field test results. Analytical results reveal several potential failure mechanism for the FRP deck and truss bridge system The results presented in this study may be used to propose engineering design guideline for new and replacement FRP bridge deck structure.

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Case Study of Slope Investigation on the Cretaceous Sedimentary Rocks Using the Geological Cross-Sections

  • Ihm, Myeong-Hyeok;Kim, Woo-Seok;Kwon, Oil
    • 지질공학
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    • 제31권4호
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    • pp.463-478
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    • 2021
  • The subjects of the study are the sedimentary rock slope of the Mesozoic Gyeongsang Supergroup, which has a high risk of failure. The orientation of the slope-face represents a variety of changing characteristics. The rocks of the slope shall be sandstone, siltstone and dacite, and discontinuities shall develop beddings, shear joints, extension joints, and dacite dyke boundary planes. The type and scale of failure varies depending on the type of rock and the strike/dip of the discontinuities, but the toppling failure prevails. Based on the face-mapping data, SMR, physical and mechanical testing of rocks, analysis and review of the stereonet projections and the critical equilibrium analysis, all four representative sections required a countermeasure method because the acceptable safety factor during dry and rainy seasons were far below Fs = 1.5 and Fs = 1.2. After applying the countermeasure method, both the dry and wet conditions of the slope exceeded the allowable safety factor. In particular, the face-mapping data of the slope-face, the geological cross-sections of several representative sections perpendicular to the slope-face, and the critical equilibrium analysis and the presentation of countermeasure methods that have been reviewed based on them are expected to be reasonable tools for the slope stability. In addition, it will be possible to use it as basic data for performance evaluation for slope maintenance.

병원의 활동기준원가를 이용한 총체적 질관리 모형 및 질비용 산출 모형 개발 (Development of the Model for Total Quality Management and Cost of Quality using Activity Based Costing in the Hospital)

  • 조우현;전기홍;이해종;박은철;김병조;김보경;이상규
    • 보건행정학회지
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    • 제11권2호
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    • pp.141-168
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    • 2001
  • Healthcare service organizations can apply the cost of quality(COQ) model as a method to evaluate a service quality improvement project such as Total Quality Management (TQM). COQ model has been used to quantify and evaluate the efficiency and effectiveness of TQM project through estimation between cost and benefit in intervention for a quality Improvement to provide satisfied services for a customer, and to identify a non value added process. For estimating cost of quality, We used activities and activity costs based on Activity Based Costing(ABC) system. These procedures let the researchers know whether the process is value-added by each activity, and identify a process to require improvement in TQM project. Through the series of procedures, health care organizations are service organizations can identify a problem in their quality improvement programs, solve the problem, and improve their quality of care for their costumers with optimized cost. The study subject was a quality improvement program of the department of radiology department in a hospital with n bed sizes in Metropolitan Statistical Area (MSA). The principal source of data for developing the COQ model was total cases of retaking shots for diagnoses during five months period from December of the 1998 to April of the 1999 in the department. First of the procedures, for estimating activity based cost of the department of diagnostic radiology, the researchers analyzed total department health insurance claims to identify activities and activity costs using one year period health insurance claims from September of the 1998 to August of the 1999. COQ model in this study applied Simpson & Multher's COQ(SM's COQ) model, and SM's COQ model divided cost of quality into failure cost with external and internal failure cost, and evaluation/prevention cost. The researchers identified contents for cost of quality, defined activities and activity costs for each content with the SM's COQ model, and finally made the formula for estimating activity costs relating to implementing service quality improvement program. The results from the formula for estimating cost of quality were following: 1. The reasons for retaking shots were largely classified into technique, appliances, patients, quality management, non-appliances, doctors, and unclassified. These classifications by reasons were allocated into each office doing re-taking shots. Therefore, total retaking shots categorized by reasons and offices, the researchers identified internal and external failure costs based on these categories. 2. The researchers have developed cost of quality (COQ) model, identified activities by content for cost of quality, assessed activity driving factors and activity contribution rate, and calculated total cost by each content for cost for quality, except for activity cost. 3. According to estimation of cost of quality for retaking shots in department of diagnostic radiology, the failure cost was ₩35,880, evaluation/preventive cost was ₩72,521, two times as much as failure cost. The proportion between internal failure cost and external failure cost in failure cost is similar. The study cannot identify trends on input cost and quality improving in cost of qualify over the time, because the study employs cross-sectional design. Even with this limitation, results of this study are much meaningful. This study shows possibility to evaluate value on the process of TQM subjects using activities and activity costs by ABC system, and this study can objectively evaluate quality improvement program through quantitative comparing input costs with marginal benefits in quality improvement.

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