This paper deals with two forms of preventive replacement policy with minimal repair at failure. Those are, 1. the replacement policy I based on the cumulative operating time. 2. the replacement policy II based on the number of failures. The basic assumptions are; (1) the cost of minimal repair at failure is increasing with the number of failures since the last replacement, (2) the equipment fails stochastically with time.

This paper is intended to develop a Bayesian decision model for the repair of deteriorating system. A non-homogeneous Poisson process with a power law failure intensity function is used to describe the behavior of the deteriorating repairable system. The decision on whether to have minimal repair or imperfect repair should be made on the occurrence of a failure. However, it is difficult to make a reasonable decision due to many uncertainties intrinsic in repair actions. In this paper, prior distributions are used in order to analyze the uncertainties embedded in the decision alternatives. Especially, a prior distribution for imperfect repair with probabilistic reduction in the failure intensity is proposed. In addition, mathematical expressions to calculate the expected prior loss of each repair alternative are proposed.

본 논문에서는 RC 교가의 보수{\cdot}보강 시 사용되는 강판피복과 CFRP의 내진 보수성능을 비교하고, 횡방향 철근비가 강판과 CFRP로 보수된 실험체의 성능에 미치는 영향을 분석하였다. 이를 위하여 다른 횡철근비를 갖는 3개의 교각 실험체를 각 3개씩 총 9개를 제작하여 보수 전과 강판 및 CFRP보수 후의 거동을 비교하였다. 비교에 사용된 거동은 이력거동과 극한거동이며 이러한 거동은 반복하중 및 단조증가하중실험의 수행을 통하여 구하였다. 각 횡철근비 및 보수방법에 대하여 이력거동, 최대하중 및 최대변위를 비교한 결과 강판과 CFRP로 보수된 실험체의 변위연성과 최대하중이 증가하였음을 확인하였다. 또한 횡방향 철근비가 증가함에 따라서 실험체의 변위연성이 증가하였고, 소성힌지의 위치도 높아짐을 알 수 있었다.

This paper is intended to develop a Bayesian decision model for the repair of deteriorating system. A non-homogeneous Poisson process with a power law failure intensity function is used to describe the behavior of the deteriorating repairable system. The decision on whether to have minimal repair or imperfect repair should be made on the occurrence of a failure. However, it is difficult to make a reasonable decision due to many uncertainties intrinsic in repair actions. In this paper, prior distributions are used in order to analyze the uncertainties embedded in the decision alternatives. Especially, a prior distribution for imperfect repair with probabilistic reduction in the failure intensity is proposed. In addition, mathematical expressions to calculate the expected prior loss of each repair alternative are proposed.

Sixteen clinically healthy New Zealand white rabbits of either sex were divided into two equal groups I and II of 8 animals each. Under thiopental sodium (2.5%) anaesthesia a linear full thickness abdominal wall defect of 3 cm in length was created and repaired with continuous suture pattern using 3000 filaments of carbon fibres and 1~0 black braided nylon suture, ingroup I and II respectively. Increased vascularity was observed in carbon fibres (group I) and on day 30 the carbon fibres were covered by white fibrous tissue. Significantly higher (P < 0.05) values of glucose was seen on day 14 in group I, whereas, decrease in glucose value was observed in group II. Histopathologically, the carbon fiber implant induced extensive fibrous tissue (collagen fiber) reaction. Negligible inflammatory cells in the stroma indicate the host tissue tolerance to carbon fibers. Histochemically, gradually increased alkaline phosphatase activity up to day 14 in group I, suggested the proliferation of fibroblasts in early stages.

Recently, DFRCCs (Ductile Fiber Reinforced Cementitious Composites), materials with remarkable strain capacity when compared to ordinary fiber-reinforced concrete (FRC) , have been developed and studied actively in the US, Japan, and many European countries. The transformation of failure behavior from brittle to ductile is achieved by incorporating fracture mechanics concept especially at micro-mechanical level in manufacturing ordinary fiber-reinforced cementitious composites to produce DFRCC. DFRCC has a similar or slightly greater elastic modulus, but has far superior strength and strain capacity and than ordinary FRC. Due to its enhanced material characteristics, DFRCC has been extensively studied to find practical applications. DFRCC is considered most suitable in concrete structure repair and strengthening due to its inherent cement based material characteristic similar to concrete. In order to fully understand the mechanical and failure behaviors of concrete members repaired with DFRCC, a practical application study using DFRCC as repairing material has been performed. In this study, the bottom tension section of plain concrete flexural members are replaced with the 10%, 20%,and 30% specimen height of plain concrete flexural specimensusing DFRCC. Using a four-point bending test, the flexural strengths of repaired flexural specimens are obtained. The results show that DFRCC can be effectively used for repairingmaterialsfor concrete structures.

강구조물에 있어서 여러 가지 환경요인에 의해 균열 및 부식 등의 문제가 발생되고 있다. 이는 구조물의 내구성을 저하시키는 요인이 된다. 이와 같은 문제를 해결하기 위해 용접 보수보강방법을 사용할 수 있다. 이러한 보수용접은 전단 및 용접과 같은 입열 과정을 필연적으로 수반하고 있다. 따라서 이러한 입열과정에 있어서 발생되는 잔류응력 및 변형의 예측제어방지는 구조물의 안전이라는 측면에서 볼 때 중요하다고 할 수 있다. 본 연구에서는 2차원 및 3차원 유한요소 해석을 수행하여 가스전단 및 아크용접에 의해 얻어진 절단 및 용접 잔류응력과 변형을 구하였으며, 2차원 및 3차원 해석기법에 따른 그 값의 정도를 명확히 하였다. 해석기법에 따라 2차원 및 3차원 해석을 수행하여 얻은 절단 및 용접 잔류응련의 분포 및 그 절대치는 유사한 값을 나타내었다.

Repaired RC flexural members with ductile cementitious composite are numerically simulated to understand the improved performance in post-peak behavior. Also, stress distributions along steel reinforcements and crack width on the tensile surface are monitored to understand the effect of using ductile cementitious composite as a repair material. The results provide durability characteristics of repaired structures under flexural loading condition.

The structure which was designed until then had no resistance to earthquake, since enforcement ordinance for seismic design was established in 1988. Most of mid or low story building have no resistance to earthquake, though it is the structure which was designed since then. Prior to this experiment, the experiment, which was repair and retrofit method for seismic performance progress of the reinforcement structure which was not designed to be protected from an earthquake, had been performed and obtained good results. The aim of study is that repair the structure and evaluate seismic performance of the repaired structure in the case of the structure damaged by earthquake.

The significance of cell ploidy and repair ability for the radioprotective efficiency of cysteamine was studied in DNA repair - proficient and repair - deficient yeast cells irradiated 60C0 γ-rays. Results have been obtained for the cell surviv

This paper describes "the remote automatic diagnosis and repair system which automatically reads the problems such as "out of order" occurred on equipment at customer's equipment from a remote computer center using HTTP(hyper text transfer protocol). It shows the scheme of the network configurations and features of the system. In addition, a way to implement the overall system, the specific functions of unit, and the operational specifications between the center's computer and customer's computer are also presented.also presented.

This paper is to develop replacement models under minimal repair with exponential polynomial wavelet failure rate function. Wavelets have good time-frequency localization, fast algorithms and parsimonious representation. Also this study is presented along with numerical examples using sensitivity analysis for exponential polynomial trigonometric failure rate function.

이 연구에서는 24마리의 Japanese White 토끼를 대상으로 양쪽 비골을 인위적으로 골절시킨 후 초음파치료가 골절의 치유에 효과가 있는지를 알아보았다. 초음파 치료 후 대조군의 비골과 실험군의 비골에서의 골소주 비율은 차이가 없었으며 초음파 주파수를 0.875 MHz로 하였을 때와 3 MHz로 하였을 때의 골소주 비율도 차이가 없었다. 따라서 초음파 치료는 토끼의 비골 골절의 치유 효과가 없었다. 그러나 다양한 주파수와 초음파 전달양식을 변화시켰