• 제목/요약/키워드: Indirect evaluation method

검색결과 183건 처리시간 0.032초

불포화토의 투수계수분석 및 투수계수 방정식의 적용성 평가 (The Analysis of Permeability Coefficient and the Evaluation of Equations of Permeability Coefficient for an Unsaturated Soils)

  • 임성윤;류태진
    • 한국지반공학회논문집
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    • 제24권1호
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    • pp.5-13
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    • 2008
  • 불포화토의 투수특성을 규명하기 위하여 3가지의 시료를 선정하고 흙수분 특성 시험을 선행한 후, 흡인력을 조절하면서 일련의 투수계수시험을 수행하였다. 공시체는 불교란 시료를 사용하여 자연 상태로 제작하였으며, 정수위 투수시험법을 이용하여 투수계수를 측정하였다. 아울러, 흙수분 특성곡선에서 도출된 계수를 이용하여 Brooks and Corey(1964)와 van Genuchten(1980)의 제안식으로 투수계수를 예측하였고, 이를 시험에 의한 투수계수와 비교 및 검토하여 기존 제안식의 적용성을 검토하였다.

추진기관 시스템의 신뢰성 평가 방안 (Reliability evaluation plan of Rocket motor system)

  • 심행근;장주수
    • 한국신뢰성학회:학술대회논문집
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    • 한국신뢰성학회 2011년도 춘계학술발표대회 논문집
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    • pp.305-309
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    • 2011
  • Reliability evaluation of One-Shot systems which fly at speed of Mach must evaluate as the result which leads a many firing test. But many firing test the fact that is impossible is actuality with problem of budget. Method of prediction leads consequently with alternative and will be able to present the alternative which evaluates. Prediction of One-Shot systems that how many did accumulate a many experience data according to the accuracy is decided, there is a possibility of seeing. One like shot our country and the method which is indirect leads from the environment where the test data is insufficient and only will not be able to set the direction of prediction, the present paper about such method describes 217 Plus where is a reliability prediction standard which is new the thing in standard.

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교각 및 지진격리장치의 비선형성을 고려한 지진격리교량의 손상평가 및 LCC 최적설계 (Damage Estimation and LCC Optimal Design of Seismic Isolated Bridges considering nonlinearities of Pier and Isolator)

  • 고현무;함대기;신정환
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2003년도 추계 학술발표회논문집
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    • pp.344-351
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    • 2003
  • In order to consider the characteristics of nonlinear dynamic responses of seismic isolated bridges reasonably, piers and isolators are modeled as a 2-DOF bilinear system. Then nonlinear time-history earthquake response analysis is accomplished many artificial input ground motions which were generated to reflect the characteristics of earthquakes. Damage probabilities and failure probabilities of each structural elements of the brides are calculated by using Monte-Carlo simulation method. Based on LCC evaluation considering various cost items of direct/indirect damage costs, the optimal design method of seismic isolated bridges is proposed. By using a sensitivity analysis about the design variables and a cost effectiveness evaluation in the viewpoint of LCC, the validity and the adequacy of proposed optimal design method are verified.

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DEA기법과 LCC개념을 활용한 교량형식 선정 방법에 관한 연구 (A Study on the Selection of a Bridge Structure Type Using DEA and LCC)

  • 한삼희;김종길
    • 한국구조물진단유지관리공학회 논문집
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    • 제17권4호
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    • pp.101-111
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    • 2013
  • 본 연구에서는 울산~포항 간 복선전철 건설예정인 교량을 사례로 교량형식별 LCC 개념을 적용 경제성이 가장 우수한 공법을 적용하기 위하여 같은 연장 (L=1,615m)을 갖는 유사한 4개 교량에 대한 DEA (Data Envelopment Analysis) 분석을 실시하였다. DEA 모형은 상대적 효율성 평가를 위해 개발된 CCR 모형을 사용하였으며, 투입변수로 초기건설비용, 유지관리비용, 간접비용 (사용자비용 + 사회간접 손실비용), 생애주기비용을 사용, 산출변수로는 평균 내구연한을 사용하였다. 투입 변수 산정을 위해 생애주기비용 분석을 사용하였는데 생애주기 비용 산정은 분석기간 100년, 실질할인율 4.83%를 적용 하였으며, 비용의 분류는 초기건설비용, 유지관리비용, 사용자비용, 사회간접손실비용으로 분류 하였다. 분석결과, 비교 2안과 비교 3안이 가장 효율적인 것으로 분석되었으며, 나머지 대안의 효율성은 비교 1안, 기본안, 비교 4안 순서로 나타났다.

장수명주택에 적합한 지하주차장 PC구조시스템의 경제성분석에 관한 연구 (Economic Evaluation of Underground Parking Lot PC Structural System that is Suitable for Long-Life Housing)

  • 조민주;김종성
    • 한국주거학회논문집
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    • 제26권2호
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    • pp.103-110
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    • 2015
  • Precast Concrete (PC) construction method can be the one that is suitable for long-life housing due to its merit in respect of maintenance and durability based on crack-free from mass production with indirect construction cost-saving-effect due to shortening construction period comparing to the conventional construction method, but it has the problem that causes the raise of direction construction costs. So, this study analyzed its economic feasibility of PC method whose maintenance and durability are excellent for underground parking lot of apartment house for accomplishing cost-saving long-life housing by applying the various structural system. In evaluation of unit module structural system, two-way PC system requires 10 to 28% more costs for frame work than RC rigid frames, and, one-way PC system 98~112%. Although it varies depending on the method, the costs are similar to RC rigid frame structure, provided a proper method is adopted. Also, Model 11, which was most economical in the evaluation, was applied to an real parking lot and about 2 to 6% of construction costs was reduced than RC rigid frames. This seems to be because, although PC system has a higher production cost, introduction of P.S (prestress) reduces member depth and, therefore, height, as well as the number of members per unit module.

Evaluating Staircase Safety Using BIM-based Virtual Simulation: Focusing on the Elderly in the Republic of Korea

  • Yang, Hyuncheul;Jeong, Kwangbok;Kim, Sohyun;Lee, Jaewook
    • 국제학술발표논문집
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    • The 9th International Conference on Construction Engineering and Project Management
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    • pp.1146-1153
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    • 2022
  • As the population is aging, accidents involving elderly people are also increasing (2014:11,667 persons; 2018: 11,797 persons). In the case of the elderly population, falling accidents are the primary direct or indirect causes of death; in particular, they face an elevated risk of staircase falls. This study proposes a method of evaluating the safety of staircases using Building Information Modeling (BIM)-based virtual simulation. By making a virtual user with the behavioral characteristics of the elderly respond to a staircase in a BIM model, its safety performance can be evaluated. The evaluation criteria were derived from regulations, elements, and characteristics relevant to the safety of staircases. To validate the proposed method, safety evaluation tests were simulated on actual staircases. The evaluation result of the test simulation shows the safety scores of 1.97 points for the elderly user and 2.95 points for the average male adult user against a required safety score of a minimum of 2 points. That is, safety is relative to users as the safety of the same staircase can be different depending upon the different behavioral characteristics of users. The study suggests that the risk of staircase-related fall accidents to the elderly can be reduced by improving staircase designs through the proposed method.

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Simple Method of Evaluating the Range of Shoulder Motion Using Body Parts

  • Yun, Yeo-Hon;Jeong, Byeong-Jin;Seo, Myeong-Jae;Shin, Sang-Jin
    • Clinics in Shoulder and Elbow
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    • 제18권1호
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    • pp.13-20
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    • 2015
  • Background: The purpose of this study is to assess the range of shoulder motion using an indirect evaluation method without physical examinations of patients based on questionnaires regarding several specific arm postures referenced by patient's own body parts. Methods: Nine criteria of specific shoulder motion including 4 forward flexion, 2 external rotation, and 3 internal rotation were decided as reference position which can represent a certain shoulder motion. Flexion contains postures such as lifting arm to waist-height, shoulder-height, eye-height, and raising arm above head with arm touching ears. External rotation comprises grasping ears and placing hands on back of the head. Vertebral height in internal rotation is determined by calculating the samples' motions, which are holding on to trouser belts, opposite-elbow, and scapula. These postures are included in questionnaires for patients to evaluate the validity and effectiveness of this indirect method. Results: The range of flexion was $77^{\circ}$ ($60^{\circ}$ to $100^{\circ}$), $96^{\circ}$ ($87^{\circ}$ to $115^{\circ}$), $135^{\circ}$ ($115^{\circ}$ to $150^{\circ}$), and $167^{\circ}$ ($150^{\circ}$ to $175^{\circ}$) when arms go up to waist, shoulder, eye, and high vertically. Range of external rotation was $39.6^{\circ}$ ($30^{\circ}$ to $50^{\circ}$) when grasping ears and $69.2^{\circ}$ ($60^{\circ}$ to $80^{\circ}$) with the hands on the back of the head. Range of internal rotation was L4 when placing trouser belts, T12 for holding opposite elbow, and T9 for reaching scapula. The mismatch rates of flexion, external rotation, and internal rotation were 11.6%, 9.6%, and 7.8%. Conclusions: The range of shoulder motion using this method is expected to be applied to an established shoulder scoring system which included shoulder motion evaluation item.

Optical Coherence Tomography를 이용한 원발성 맥락망막염 이환견의 진단 및 치료 (The Diagnosis and Treatment of Primary Chorioretinitis using Optical Coherence Tomography in a Dog)

  • 지동범;유석종;서강문;정만복
    • 한국임상수의학회지
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    • 제30권4호
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    • pp.324-328
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    • 2013
  • A 5-year-old intact male Yorkshire terrier dog was referred with a 1-week history of blindness. In both eyes, menace responses and pupillary light reflexes were absent. The indirect ophthalmoloscopy revealed multiple small gray-white and discoloration lesion in mid-nontapetum area in both eyes. Electroretinograms showed diminished amplitude of a- and b-waves. Multifocal serous retinal detachments were detected with optical coherence tomography (OCT) over the small gray-white and discoloration lesion in the fundus. After one week of treatments, the indirect ophthalmoloscopy showed that irregular patches and hyperpigmentation in the center of hyperreflectivity area. Reattachment and retinal thinning were observed by the OCT. The results indicate that OCT scanning is considered to be a useful method for retinal evaluation in dogs with chorioretinitis.

불포화토의 투수계수 방정식의 적용성 평가 (Applicability Evaluation of the Characteristics Equation for a Coefficient of Permeability of Unsaturated Soils)

  • 류태진;송창섭;임성윤
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2005년도 학술발표논문집
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    • pp.393-398
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    • 2005
  • In order to treat flow problems for an unsaturated soils, it is required the mediation of the coefficient of permeability with variation of suction. The coefficient of permeability for soils can be determined by the direct or indirect methods. The direct methods of permeability can be performed either in the laboratory or in the field. The indirect methods can be predicted from the soil-water characteristics curve. Laboratory test methods to measure the coefficient of permeability can be categorized into two types, steady-state and unsteady-state. In this study, the coefficient of permeability for unsaturated soils was determined by the modified apparatus for steady state-method(Klute, 1972) and was predicted from the equations of Brooks and Corey(1964) and Van Genuchten(1980). Experimental results were compared with predicted coefficient of permeability and verified applicability of the two equations.

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평 엔드밀 공구인선부 조도의 간접적인 측정법 (Indirect Method for Measurement of Tool Edge Roughness in flat End Mill)

  • 김전하;강명창;김정석
    • 한국정밀공학회지
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    • 제19권10호
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    • pp.92-98
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    • 2002
  • End mill is an essential tool to generate complex surface in workpiece and it has been developed with various materials and tool shapes. The most important factor to evaluate the performance of end mill is still the wear characteristics of flank face. In addition to the flank wear, the tool edge roughness generated by the chipping is another important factor in aspects of material property and machinability evaluation and affects the quality of machined surface. Up to now, there is no direct method for measurement of tool edge roughness. In this study, the tool edge roughness of flat end mill is indirectly measured along the axial direction of workpiece. The theoretical equation is derived in consideration of tool geometry. Finally, the optimal conditions to measure the tool edge roughness by the proposed method are presented through the theoretical review and experimental identification.