• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
• /
• pp.326-329
• /
• 2006

Strengthening method using CFS have been developed for the rehabilitation of structures. However, it is very difficult to estimate their resistance capacity after retrofit. Therefore, damage information for strengthened structure with CFS investigated and the estimation method structural capacity by using the damage information is developed. The final objective of this research work is to propose the guideline and method for resistance capacity estimate of structure. In this paper, experimental study result with test parameters of number of carbon fiber sheets and bonding ratio is introduced.

• Journal of information and communication convergence engineering
• /
• 제16권1호
• /
• pp.31-37
• /
• 2018

In this work, we propose an analytic framework for evaluating the quality of service and dimensioning the link capacity in the gateway router of a smart farm with a greenhouse eco-management system. Specifically, we focus on the gateway router of an IoT network that provides an access service for smart farms. We design the link capacity of a gateway router that is used for the remote management of the greenhouse eco-management system to accommodate both time-critical and delay-tolerant traffic in a greenhouse LAN. For this purpose, we first investigate the ecosystem for smart farm, and we define the specification and requirements of the greenhouse eco-management system. Second, we propose a system model for the link capacity of a gateway that is required to guarantee the delay performance of time-critical applications in the greenhouse LAN. Finally, the validity of the proposed system is demonstrated through a series of numerical experiments.

• 대한인간공학회지
• /
• 제29권4호
• /
• pp.445-453
• /
• 2010

It is necessary to quantitatively evaluate the workload of workers in order to improve the level of safety and efficiency as well as to prevent workers from musculoskeletal disorders. The purpose of this study is to introduce biomechanical methods that are largely used to quantitatively evaluate workload. The biomechanical methods use kinematics and kinetics to analyze the movement and force of biomechanical body. Motion analysis, joint angle measurement, ground reaction force, mathematical model, and electromyography (EMG) were introduced as a tool or device for biomechanical evaluation. In this study, the special feature of each method was emphasized and important tips for field measurement were summarized. The information and technique disclosed in this summary can be used to evaluate and design the workplace better by effectively control the workload of field workers.

• 한국전문물리치료학회지
• /
• 제19권3호
• /
• pp.91-97
• /
• 2012

The primary aim of this study was to compare responsiveness of self-report by worker and therapist-scored functional capacity instrument. Self-report and therapist-scored interval-level person measures and item difficulties were compared at admission and discharge. Therapist and worker ratings were collected on 230 clients from 27 rehabilitation sites using the newly developed Occupational Rehabilitation Data Base (ORDB) functional capacity instrument. ORDB comprises several subscales measuring relevant variables of "a return-to-work model" in work-related rehabilitation clinics. The functional capacity scale deals with 10 DOT job factors. The rating scale categories were 1-severely impaired, 2-moderately impaired, 3-mildly impaired, and 4-not impaired. Only data from clients with low back pain (n=98) with complete data (both admission and discharge scores) were used for the present study. Therapists and workers completed the functional capacity instrument at admission and discharge. Rasch analysis [1-parameter item response theory model (IRT)] was applied to calibrate item difficulty and person ability measure of therapist and workers ratings. Effect sizes for therapist and self-report ratings were slightly different, .69 and .30, respectively. Therapist and worker ratings were more consistent at discharge (r=.54) than at admission (r=.32). Workers have a tendency to be more severe in their ratings (show higher item difficulties) than therapists at admission and discharge. Therapists and workers report similar magnitudes of improvement following treatment program. These findings challenge the belief that injured workers may unreliable source for monitoring therapeutic outcomes. Self-report measures have the advantage of conserving therapist time for treatment (versus evaluation). While the therapist and self-report ratings are comparable at discharge, there is less consistency at admission. Comparable therapist-worker ratings may be achieved by controlling for rating severity using IRT methodologies.

• Architectural research
• /
• 제20권3호
• /
• pp.65-73
• /
• 2018

The restoration of foundations supporting the immense load of the stone pagoda at Mireuksa Temple Site prioritizes securing its structural stability. But so far, rammed earth construction is still not easy to determine the structural stability. This paper aims to emphasize that a scientific experimental study was conducted on a rammed earth construction, to identify its methodology and obtain objective data about structural stability of the foundation work. An experimental study fabricated specimens from the soil that had been removed during the excavation survey, determined the allowable bearing capacity through plate load tests, and compared the results with the predicted stress after reassembly of the stone pagoda to estimate the structural stability. Then, the repair method was selected based on the experimental study result. The evaluation method of the restoration of foundations consisted of an examination of the allowable bearing capacity and settlement. The allowable bearing of the reinforced foundation was more than twice the contact pressure under the stacked stones of the pagoda. The possibility of settlement of the rammed earth foundation soil layer during the pagoda assembly is expected to be very low because the settlement amount of the reformed soil layer is less than half of the settlement of the stabilized existing soil layer.

• 품질경영학회지
• /
• 제21권1호
• /
• pp.199-213
• /
• 1993

The function-cost matrix table is not constant, but can be changed by many factors including equipment capacity, level of production technique, fluctuation of production volume, and the continuous development of products. Such changes would give the VE analysists additional work burden. By using computer. in this study, much of the time and effort of the function evaluation could be saved, and the efficiency of the analysis could also be enhanced. The application of the function evaluation data of R Company, as a case analysis, to the function evaluation computer program developed in this study resulted in the faster management of function-cost matrix table and function evaluation.

• 한국물환경학회지
• /
• 제34권6호
• /
• pp.569-578
• /
• 2018

To minimize the negative alterations in hydrologic and water quality environment in urban areas due to urbanization, Low Impact Development (LID) techniques are actively applied. In Korea, LID facilities are classified as Non-point Pollution Reduction Facilities (NPRFs), and therefore they are evaluated using the performance evaluation method for NPRFs. However, while LID facilities are generally installed in small, distributed configuration and mainly work with the infiltration process, the existing NPRFs are installed on a large scale and mainly work with the reservoir process. Therefore, some limitations are expected in assessing both facilities using the same method as they differ in properties. To solve these problems, in this study, a new method for performance evaluation was proposed with focus on bio-retention LID facilities. EPA SWMM was used to reproduce the hydrologic and water quality phenomena in study area, and SWMM-LID module used to simulate TP interception performance by installing a bio-retention cell under various conditions through long-term simulations. Finally, an empirical formula for Load Capture Ratio (LCR) was derived based on storm water interception ratio in the same form as the existing method. Using the existing formula in estimating the LCR is likely to overestimate the performance of interception for non-point pollutants in the extremely low design capacity, and also underestimate it in the moderate and high design capacity.

• 한국실내디자인학회논문집
• /
• 제18호
• /
• pp.9-15
• /
• 1999

Computers and internet have the potential to radically development. But, computer is a just tool by itself. This study is control implement in a way that exploits the capacity of network of processors to execute many tasks concurrently in architectural desigv. The collaboration design system constituted integrated CAD (computer-aided design) system at the base of standardization database environment network and world wide web (WWW). Collaboration design management system is composed of Project Management, Part Management, Process Management , and Appraisement system. They can provide frameworks for effective coordination and management of design work in accordance with the Collaboration Design Support System operating rule accommodatingly. architectural data can be collaboration design environment accessible through a web browser and located at a server. whenever their work investigated each others. Throughout process, the database acted as an individual design and it made them available in realtime. And they can have quick overview of the work. That way a continuous evaluation of best design was distinctly and highly. In the future, New architectural design methods are collaboration environment could result in productivity and quality.

• 한국건설관리학회논문집
• /
• 제9권3호
• /
• pp.185-193
• /
• 2008

점차 대형화, 고층화되고 있는 공동주택공사에서 작업효율성을 향상시키고자 양중작업의 최적화를 위한 리프트 선정방식의 합리적 절차와 기준이 요구되고 있다. 따라서, 작업효율성 및 경제적 측면에서의 분석을 통하여 양중자재의 종류 및 규격, 건축물의 높이, 공사기간에 따른 건설용 리프트의 합리적 선정 및 운영을 위한 기준을 제시할 필요가 있다. 본 연구의 목적은 고층화 복잡화되고 있는 공동주택건설 현장여건에 따른 효율적 양중계획 및 관리를 위하여 대표적인 양중장비인 저속형과 중속형 리프트의 작업효율성과 경제성의 비교 분석을 통하여 최적의 선정을 위한 기초적 자료를 제시하는 것이다. 본 연구의 주요 결과는 40층 기준으로 중속형 리프트가 저속형에 비해 약 43%의 작업효율이 높은 것으로 분석되었다. 본 연구의 결과는 향후 공사의 용도, 규모, 형태, 조건 등에 알맞은 건설용 리프트 선정 기준/지침/규정을 마련하는 연구의 기초자료로 활용될 것으로 기대된다.

• 대한토목학회논문집
• /
• 제38권2호
• /
• pp.269-281
• /
• 2018

2013년 한국 도로용량편람은 그 원형이나 다름없는 미국 편람과는 달리 특수상황의 하나로 신호교차로 주변에서의 공사구간으로 인한 포화교통류율 변화를 산정하는 방법론과 모형을 특별히 제시하고 있다. 보정된 포화교통류율을 바로 제어지체의 산정모형에 적용한 결과 값들이 실제 빈번하게 발생하는 교통수요가 접근부의 용량에 근접하거나 초과하는 상황에서는 현장의 지체경험과 크게 차이난다는 것이 주지의 사실이 되고 있다. 이는 차량과 공사구간의 형태와 기하구조, 신호운영조건 등이 복잡하게 상호작용하는 것을 기존 제어지체 산정모형이 제대로 반영하지 못하기 때문이라 사료된다. 본 연구는 신호교차로 부근에서 시행되는 공사구간 때문에 야기되는 지체의 변화를 보다 잘 수용하는 제어지체 산정의 수정모형을 제시하고 있다. 도로용량편람의 제어지체를 구성하는 세 가지 지체 요소별로 수정 방법을 제시하고 있으며 현 편람의 지체산출과 시뮬레이션 결과를 비교, 평가하는데 시공간적 범위를 확장해야 하는 초점을 간과하지 않았다. 많은 시행착오를 거친 매개변수의 정산 노력과 많은 수의 미시 모의시험 실행 결과를 종합해 보면 제안하는 수정모형과 방법론이 도시 및 교외 간선도로 상 도로점용 공사구간의 계획과 평가에 하자 없이 활용될 수 있는 가능성을 보여주었다.