• 한국구조물진단유지관리공학회 논문집
• /
• 제14권2호
• /
• pp.97-105
• /
• 2010

시공단계에 따른 강상판교의 변위를 측정하였고, 이 결과와 비교하기 위하여 3차원 구조해석을 수행하였다. 검증된 모델을 사용하여 대블럭 시공법에 의한 시공단계에 따른 3차원 구조해석을 수행하여 다음과 같은 결론을 얻었다. 1. 설계에 사용된 Grid 해석과 3차원 해석에 의한 결과를 비교하면, Grid 해석의 결과는 곡선교의 변위를 모사하는데 한계가 있었으며, 두 가지 해석방법에 의한 변위의 차이는 약 10~20%정도였다. 2. 가설중에 일어날 수 있는 최대 처짐은 완료된 상태의 처짐에 비하여 1.7배까지 크게 발생하였다. 3. 시공단계 해석 결과, 블록시공법에 의하여 시공되는 교량의 거동은 전체 구조물이 일체로 되어 한 번에 거치되는 교량과는 다른 결과가 도출되며, 중간의 가설과정에서는 설계시 고려된 응답보다 더 큰 결과가 도출되고 있으므로, 설계시 시공단계를 고려한 해석을 통하여 합리적인 구조설계가 이루어져야 한다.

• 한국산업정보학회:학술대회논문집
• /
• 한국산업정보학회 2009년도 춘계학술대회 미래 IT융합기술 및 전략
• /
• pp.107-113
• /
• 2009

This paper deals with noninformative priors for such as Jeffres' prior, reference prior and probability matching prior for scale parameter of exponential distribution when the data are collected in multiple step stress accelerated life tests. We find the noninformative priors for this model and show that the reference prior satisfies first order matching criterion. Using artificial data, we perform Bayesian analysis for proposed priors.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2000년도 춘계학술대회논문집A
• /
• pp.854-859
• /
• 2000

When the round bar with step is twisted and bent, stress concentration is occurred in the irregular geometric parts. Two dimensional axisymmetric stress analysis is carried out according to the geometric change of the stress-concentrated part of round bar with step. Three dimensional cases are also investigated.

• 한국항해항만학회:학술대회논문집
• /
• 한국항해항만학회 2017년도 추계학술대회
• /
• pp.234-235
• /
• 2017

기존 고속활주선의 마찰저항을 개선하기 위해 선저에 공기층을 형성하게 하는 계단형식의 선형변환이 연구되어 왔다. 그러나 활주선마다 다른 항주자세와 Step의 효과를 확인하기 위해서 적절한 위치에 대한 연구는 부족한 실정이다. 본 연구에서는 이러한 Step을 길이방향으로 적용시켰을 때 나타나는 항주자세의 변화, Step의 작용효과 및 마찰저항의 변화를 확인하였다.

• 한국학교보건학회지
• /
• 제1권1호
• /
• pp.148-159
• /
• 1988

For the evaluation of physical assessment by school nurses, this study was designed in two steps physical assessment. The first step is the primary health screening by school health nurses. The second step is the Physicians' physical examination of ill health students selected by school nurses. This study was conducted on a total of 3,525 students of three primary schools located in urban, township, and rural area during the period from May to June, 1987, all data were collected through direct observation & survey method. The main findings are as follows 1. The number of ill health students selected by two step method was more than that of one step method by the physician. 2. The types of ill health students selected by two step method had more diversity than that of one step method by the physician. 3. Budgets and time consumption for two step method were more reductive than that of one step method by the physician.

• 대한기계학회논문집A
• /
• 제21권10호
• /
• pp.1712-1717
• /
• 1997

Stability and accuracy for the trapezoidal rule of the Newmark time integration method are analyzed when variable time step sizes are adopted. A new analytic approach to stability and accuracy analysis is also proposed for time integration methods with variable time step sizes. The trapezoidal rule with variable time step sizes has the "actual" unconditional stability which is the same as that of the method with constant time step sizes. However, the method with variable time step sizes is first-order accurate while the method with constant time step sizes is second-order accurate. accurate.

• 한국CDE학회논문집
• /
• 제11권5호
• /
• pp.384-392
• /
• 2006

In this research, the feasibility of distributed finite element analysis system with STEP and CORBA has been investigated. The enabling technologies such as CORBA and Java play key roles in the development of integrated and geographically distributed application software. In addition to the distribution of analysis modules, numerical solution process itself is again divided into parallel processes using multi-frontal method for computational efficiency. In contrast to the specially designed parallel process for specific hardware, CORBA-based parallel process is well suited for heterogeneous platforms over the network. The idea of Web-based distributed analysis system may be applied to the engineering ASP for design and analysis in the product development processes. We believe that the proposed approach for the analysis can be extended to the entire product development process for sharing and utilizing common product data in the distributed engineering environment, thus eventually provide basis for virtual enterprise.

• 한국지반공학회논문집
• /
• 제18권2호
• /
• pp.51-64
• /
• 2002

굴착단계별 지반거동을 예측하기 위해 아무리 정교한 수치해석기법을 적용하여도 수치해석 모델링, 토질정수, 현장 및 시공조건 등과 관련한 불확실성으로 인해 실제 시공시 관측되는 거동은 설계단계의 수치해석을 통한 예측과 상당히 다른 결과를 나타낸다. 따라서, 굴착과정에서 발생되는 지반거동을 파악하기 위해서 항상 현장계측을 통한 관리가 이루어져야 한다. 하지만 지금까지 수행된 계측관리는 현단계 안정성만을 판단하는 절대치 관리기법에 한정되어 있어 다음 굴착단계에 대한 지반거동의 예측이 어려운 실정이다. 이러한 측면에서 본 연구는 현단계 안정성 여부를 판단하는 절대치 관리기법 이외에 역해석을 통해 다음 굴착단계의 지반거동을 예측하고 안정성을 판단하는 예측관리기법을 도입한 지반굴착 흙막이공의 정보화시공 종합관리 시스템인 TOMAS-EXCAV를 개발하였다. TOMAS-EXCAV는 SQP-MMFD의 최적화기법을 적용한 역해석 프로그램을 정해석 프로그램과 연계하여 굴착 또는 시공 초기단계에 실시된 계측결과를 토대로 주요 설계변수의 최적화를 수행함으로써 흙막이구조물 해석시 모든 불확실성을 포괄적으로 반영한다. 본 연구에서는 이에 대한 검증을 위해 흙막이 현장 2개소를 선정하여 역해석을 중심으로 TOMAS-EXCAV의 적용성을 확인하였다.

• 한국경영과학회:학술대회논문집
• /
• 대한산업공학회/한국경영과학회 2006년도 춘계공동학술대회 논문집
• /
• pp.373-378
• /
• 2006

Recently the technical advances and complexities have generated much of the difficulties in managing the project resources, for both scheduling and costing to accomplish the project in the most efficient manner. The project manager is frequently required to render judgments concerning the schedule and resource adjustments. This research develops an analytical model for a schedule-cost and risk analysis based on visual PERT/CPM. We used a three-step approach: 1) in the first step, a deterministic PERT/CPM model for the critical path and estimating the project time schedule and related resource planning and we developed a heuristic model for crash and stretch out analysis based upon a time-cost trade-off associated with the crash and stretch out of the project. 2) In second step, we developed web-based risk evaluation model for project analysis. Major technologies used for this step are AHP (analytic hierarchy process, fuzzy-AHP, multi-attribute analysis, stochastic network simulation, and web based decision support system. Also we have developed computer programs and have shown the results of sample runs for an R&D project risk analysis. 3) We developed an optimization model for project resource allocation. We used AHP weighted values and optimization methods. Computer implementation for this model is provided based on GUI-Type objective-oriented programming for the users and provided displays of all the inputs and outputs in the form of GUI-Type. The results of this research will provide the project managers with efficient management tools.

• 한국안전학회지
• /
• 제29권4호
• /
• pp.116-122
• /
• 2014

This study proposes a system reliability analysis of rack storage facilities subjected to forklift colliding events. The proposed system reliability analysis consists of two steps: the first step is to identify dominant failure modes that most contribute to the failure of the whole rack facilities, and the second step is to evaluate the system failure probability. In the first step, dominant failure modes are identified by using a simulation-based selective searching technique where the contribution of a failure mode to the system failure is roughly estimated based on the distance from the origin in the space of the random variables. In the second step, the multi-scale system reliability method is used to compute the system reliability where the first-order reliability method (FORM) is initially used to evaluate the component failure probability (failure probability of one member), and then the probabilities of the identified failure modes and their statistical dependence are evaluated, which is called as the lower-scale reliability analysis. Since the system failure probability is comprised of the probabilities of the failure modes, a higher-scale reliability analysis is performed again based on the results of the lower-scale analyses, and the system failure probability is finally evaluated. The illustrative example demonstrates the results of the system reliability analysis of the rack storage facilities subjected to forklift impact loadings. The numerical efficiency and accuracy of the approach are compared with the Monte Carlo simulations. The results show that the proposed two-step approach is able to provide accurate reliability assessment as well as significant saving of computational time. The results of the identified failure modes additionally let us know the most-critical members and their failure sequence under the complicated configuration of the member connections.