ASL estimation of public building is based on how appropriate the maximum age of the asset is derived based on the age record of the asset in the statistical data owned by public institutions. This is because we get a 'constrained' ASL by that number. And it is especially true because other studies have assumed that the building is an Iowa curve R3. Also, in this study, the survival rate is 1% as the threshold value at which the survival curve and the predictable life curve almost coincide. Rather than a theoretical basis, in the national statistical survey, the value of residual assets was recognized from the net value of 10% of the acquisition value when the average service life has elapsed, and 1% when doubling the average service life has elapsed. It is based on the setting mentioned above. The biggest constraint in fitting statistical data to the Iowa curve is that the maximum ASL is selected at R3 150%, and the 'constrained' ASL is calculated by the proportional expression on the assumption that the Iowa curve is followed. In like manner constraints were considered. First, the R3 disposal curve for the RCC(reinforced cement concrete) building was prepared according to the discarding method in the 2000 work, and it was jointly worked on with the National Statistical Office to secure the maximum amount of vintage data, but the lacking of sample size must be acknowledged. Even after that, the National Statistical Office and the Bank of Korea have been working on estimating the Iowa curve for each asset class in the I-O table. Another limitation is that the asset classification uses the broad classification of buildings as a subcategory. Second, if there were such assets with a lifespan of 115 years that were acquired in 1905 and disposed of in 2020, these discarded data would be omitted from this ASL calculation. Third, it is difficult to estimate the correct Iowa curve based on the stub-curve even if there is disposal data because Korea has a relatively shorter construction history, accumulated economic wealth since the 1980’s. In other words, “constrained” ASL is an under-estimation of its ASL. Considering the fact that Korea was an economically developing country in the past and during rapid economic development, environmental factors such as asset accumulation and economic ability should be considered. Korea has a short period of accumulation of economic wealth, and the history of 'proper' architectures faithful to building regulations and principles is short and as a result, buildings 'not built properly' and 'proper' architectures are mixed. In this study, ASL of RCC public building was estimated at 70 years.

충생태 분야에서 생명표와 관련된 연구는 곤충연구자들에게 많은 관심을 받는 주제중 하나이다. 보통 두 가지 방법으로 생명표 통계량중 내적자연증가율을 추정하고 있는데, 첫 번째 하나는 순증가율(R 0 )에 자연로그를 취하고 평균세대기간(T )으로 나누어 근사치를 계산하는 방법이다(세대기간-기반 추정법). 다른 하나는 로트카-볼테라 개체군 생장 방정식에서 유도하여 최대우도법으로 정확한 내적자연증가율을 추정하는 방법이다(로트카-오일러식-기반 추정법). 후자의 경우 대상 집단의 초기 연령등급을 “0” 또는 “1”로 설정함에 따라 추정값에 차이가 발생하여 적용에 혼란이 제기되었다. 본 고찰에서는 생명표 통계량 계산과정의 역사를 간단히 정리하고, 로트카-오일러식-기반 추정법에서 최초 연령등급을 1로설정한 경우             의 형식, 반면 최초 연령등급을 0으로 설정한 경우     검색어: 생명표, 로트카-오일러식, 연령등급, 개체군 인구통계학, 안정 연령분포            의 형식을 적용해야 함을 재확인하였다.

Given the technological innovations of the fourth industrial revolution, cutting-edge ICT technology has been applied in research on aids to navigation, and due to the emergence of new types of equipment and technological advancements, it is necessary to apply realistic standards to the designation of service lifetimes to aids to navigation facilities' equipment and components. In addition, it is necessary to prepare a legal basis for the effective operation of aids to navigation facilities' equipment and component. Therefore, in this paper, improvements in the designation of realistic service lifetimes are suggested by investigating the service life management and operation status of domestic and foreign aids to navigation, providing on-site surveys on the management status of aids to navigation facilities in Korea, and with a questionnaire survey to gather expert opinions.

PURPOSES : This study aimed to estimate road pavement life expectancy using Bayesian Markov Mixture Hazard Model, to support infrastructure asset management. In addition, the life expectancies for the pavement condition index were compared among regional construction and management administrations. METHODS : Eleven years of National Highway road pavement monitoring data fused with ESAL (Equivalent Single Axle Loads), SNP (Structural Number of Pavement, an indicator of structural capacity), and average low temperature, total rainfall, and de-icing were used for the deterioration modeling. Deterioration modeling was performed through the Bayesian Markov Mixture Hazard Model. RESULTS : The expected life expectancy of the crack was estimated at 12.28 to 18.51 years, rut depth was estimated at 15.93 to 25.3 years, and the International Roughness Index was estimated at 10.44 to 14.33 years. It was also confirmed that the heterogeneity factor proposed in the Bayesian Markov Mixture Hazard Model could be used to analyze group characteristics and differences in the benchmark. CONCLUSIONS: This study provided important information in that it compared the life expectancies and structural characteristics of the pavement condition indexes among regional construction and management administrations. Based on this result, it is expected that a pavement structure design and maintenance strategy suitable for deterioration characteristics among regional construction and management administrations will be established.

Until now, because a new product (or facility) launched in market has been retired from one year of age, we can have had ASL by stub-curve method by Iowa curve. Recently, many innovative products with important role in market like display and solar-cell etc. are more durable and, what are better, they have the constant variance in ASL because of their good quality. Of course, there are some ones like smart mobile phone with relatively big dispersion in ASL. Estimating ASL of products like display and solar-cell etc., the new approach is needed. In this paper a new method applied traditional Iowa curve with accelerated reliability test (indoor/outdoor) etc. is proposed.

Several different depreciation systems may be used for group depreciation. The vintage group procedure treats the same type of property placed in service during the same year as a distinct group for depreciation purposes; therefore an estimate of the probable average service life and net salvage ratio(s) of each individual vintage is necessary. The vintage group procedure calculates an accrual rate for each vintage and the accrual rate for an account for specific calendar year is the weighted average vintage accrual rate for that calendar year. A further refinement would be to divide each vintage into groups such that all of the dollars in a group have the same estimated life-an equal life group (ELG). Then each ELG is depreciated over its estimated life. The effect is to recover each dollar over the estimated number of years it is in service. Each vintage is divided into several equal life groups (ELGs) such that all the property in a specific ELG has the same estimated life. The accrual rate for each ELG is based on the estimated life of that ELG. The vintage accrual rate for a specific year is the weighted average ELG accrual rate for that calendar year. In this paper, we illustrate the calculations of vintage accrual rates for each of the calendar years by the ELG depreciation systems.

PURPOSES: The new methodology is proposed for estimation of long-term performance and pavement life based on the national highway database in Daejeon area. Furthermore, this study tried to verify the applicability of performance estimation using NHPCI (National Highway Pavement Condition Index) on tendency of pavement deterioration as time goes by under Korean road environments. METHODS: Reliability theories are applied to estimate the mean life and to determine the appropriate distribution using 3 levels of traffic loads (high, medium, low) based on maintenance and rehabilitation history data for 15 years. RESULTS: As a result, Lognormal distribution is suitable for explanation of pavement lifetime in Daejeon area regardless of traffic loads. In addition, we found that the results of mean life and maintenance timing based on NHPCI for the pavement sections of 3 levels of traffic loads are available. CONCLUSIONS: Based on this study, it was found that mean life of high, medium and low levels of traffic loads are about 8.1 years, 12.2 years and 12.7 years, respectively. Higher level of traffic loads shorten the pavement mean life.

Physicochemical, microbiological and sensory characteristics were determined during storage at 15, 25, and 35℃ for six months to predict shelf-life of four fried rice retort dishes. Thiobarbituric acid (TBA) values were increased significantly and pH and acid values did not show any significant differences. Microbiological contamination levels were estimated as safe. Sensory evaluation were tested over 4 points during storage period. It maintained the commercial value during the shelf-life. TBA value as an effective quality indicator was used to estimate shelf-life with Arrhenius equation. The estimated shelf-life were 1,408 days (46 months) for beef fried rice, 1,353 days (44 months) for Ham fried rice, 1,164 (38 months) days for chicken curry fried rice and 1,182 (39 months) days for bacon tuna fried rice. In conclusion, shelf-life of all four fried rice dishes was predicted as longer than three years (36months) at room temperature.

Engineering valuation is a specialized discipline requiring expert knowledge and judgment, which scientifically estimates the economic value of industrial properties. By industrial properties, we mean engineering structures such as mines, factories, build

Organic light emitting diode(OLED) has been developed fast from 1963 when electric light emitting phenomenon was discovered. PMOLED(passive matrix OLED) is producted earlier than AMOLED(active matrix OLED). PMOLED is mainly mounted at sub display, but AMOLED is mounted at main display. Nowadays AMOLED is expanded to PMP(portable multimedia players), navigation and TV market. Even thought OLED's market is opening to many applications, OLED's life is worried until now. If we know about OLED's real life, we need time to test so much time over 20,000hrs. Realistically, there is difficult to test such as long time with products from the information-technology sector having a short life cycle. In this paper, we study about OLED's accelerated test to reduce life test by current. We can design OLED's accelerated life model by the result of test. The model consists of design variables like ratio of light emitting, organic material structure, condition of aging, etc. In conclusion, this model can be applied to study about organic material, machine and manufacturing process etc, and also it's possible to develop a method of manufacturing process & materials, so we need to study on the subject of this paper continuously.

Depreciation accounting has as its main objective, the recovery of the original cost of plant investment less net salvage, over the estimated useful life of that plant. Accuracy of the whole life technique in meeting this objective depends entirely on the

  The estimation of mortality characteristics of industrial property is an important adjunct to engineering valuation and depreciation estimation. Once the important of depreciation estimation is determined, it is desirable to understand the processes upo

본 논문은 선박용 엔진인 S60MC-C의 프레임 박스 용접부에 대한 피로수명 예측을 위한 수치적 기법을 제시한다. 피로 수명 평가를 위해 싸이클 동안의 동적인 응력변화를 계산해내야 하며, 이에 따라 선행된 연구에서 얻은 엔진의 한 싸이클 동안의 하중 조건으로 상용 유한요소해석 프로그램을 이용한 구조해석을 실시하였다. 구조해석은 8단계에 대해 이루어 졌으며, 그 결과를 바탕으로 프레임 박스 용접부의 피로수명 평가를 위해서 HSS(Hot spot stress), Reservoir counting method, Palmgren-miner's rule을 적용하였다. 결과적으로 구조해석을 통한 대상 엔진의 취약부와 과잉 설계부를 확인하였고, 피로수명의 평가를 통해 설계의 적절성 여부를 평가하였다.

  일반 투자안의 의사결정에서와 마찬가지로 산업설비의 경제성 분석에서도 가장 중요한 결정 요소 중의 하나가 설비의 생존곡선 추정이다. 설비의 자산 가치가 감소하는 원인은 여러 가지가 있으나, 여러 원인 중 물리적 훼손이 과거의 산업설비에서는 가장 중요한 원인이었으므로 기존의 생존모형 분석에서는 Iowa 생존곡선을 이용하여 설비의 생존곡선을 추정하였다. 그러나 새로운 기술상의 변화로 인한 첨단 생산시스템의 설비교체 분석시에는 적합지 않다. 따라서, 본 연

공항 콘크리트 포장은 설계기준을 역순으로 하거나, FWD 장비로부터 얻어진 탄성 계수를 근거로 포장체의 잔존수명을 추정하여 왔었다. 그러나 FWD로부터 얻어진 탄성계수 값은 역산 방법에 따라 변동성이 심하므로 잔존수명의 일관성이 결여된 한계가 있다. 또한 구조적 측면만 고려하여 포장의 상태를 평가하므로. 기능적 측면을 반영하지 못하는 한계가 있었다. 따라서 본 연구에서는 공항 콘크리트 포장의 잔존수명 산출에 있어서 구조적 측면 및 기능적 측면 모두를 고려하는 논리를 제시하였으며, 각 논리별 세부 절차별에 있어서의 기준 및 모델 적용을 제안하였다 구조적 잔존수명 추정 논리를 개선하기 위해 오래된 공항을 대상으로 하여 하중을 받은 구간과 받지 않은 구간에서의 잔존수명 추정 인자 선정을 위한 실험을 실시하였다. 그 결과 기존에 주로 사용되어 왔던 탄성계수보다는 하중전달효율이 잔존수명 추정 인자로 규명되었다. 새롭게 개발한 잔존수명 추정 논리 및 세부 모형들의 현장 적용성을 파악하기 위하며 오래된 공항 한 개소를 선정하였다. 새로운 논리에 따라 현장 실험 및 분석을 수행한 결과 실무에 적용하는데 무리가 없음을 알 수 있었다.

본 연구는 아스팔트 덧씌우기 포장에 야기되는 반사균열 실내 시험을 통해 여러 보강된 혼합물의 반사균열 저항성에 따른 피로수명을 추정하기 위해 수행되었다. 아스팔트 개질재로는 LDPE, SBS 및 카본블랙을 이용하였고 보강재로는 합성섬유(PF), 비닐(PV), 그리드 (GG)를 이용하였다. 공시체 몰드 바닥에 보강재를 미리 깐후 배합설계를 통해 얻은 아스팔트 혼합물을 부어 공시체를 제조하였다. 반복하중 하에서 균열이 있는 시멘트 콘크리트 위에 부착된 아스팔트 콘크리트 공시체 하단의 수평변위를 측정하여 각 혼합물별 균열지연에 따른 반사균열 피로수명을 추정하였다. 본 연구의 반사균열 실험 결과를 토대로 균열진전에 따른 각 혼합물별 피로수명에 대하여 이론적인 예측식을 개발 제안하였으며 예측식에 의한 추정치와 실측치와의 상관관계가 상당히 높게 ($r^2=0.95$이상) 나타났다.

본 연구는 아스팔트 덧씌우기 포장에 야기되는 반사균열 실내 시험을 통해 여러 보강된 혼합물의 반사균열 저항성에 따른 피로수명을 추정하기 위해 수행되었다. 아스팔트 개질재로는 LDPE, SBS 및 카본블랙을 이용하였고 보강재로는 합성섬유(PF), 비닐(PV), 그리드 (GG)를 이용하였다. 공시체 몰드 바닥에 보강재를 미리 깐후 배합설계를 통해 얻은 아스팔트 혼합물을 부어 공시체를 제조하였다. 반복하중 하에서 균열이 있는 시멘트 콘크리트 위에 부착된 아스팔트 콘크리트 공시체 하단의 수평변위를 측정하여 각 혼합물별 균열지연에 따른 반사균열 피로수명을 추정하였다. 본 연구의 반사균열 실험 결과를 토대로 균열진전에 따른 각 혼합물별 피로수명에 대하여 이론적인 예측식을 개발 제안하였으며 예측식에 의한 추정치와 실측치와의 상관관계가 상당히 높게 (r2=0.95이상) 나타났다.