• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2007년도 정기학술발표대회 논문집
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• pp.787-790
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• 2007

최근 건설프로젝트가 대형화 복잡화 되어감에 따라 협업 및 정보 공유 등의 많은 문제들이 발생하고 있다. 이러한 문제점을 해결하기 위하여 프로젝트 기획 단계부터 상황을 예측하여 업무의 효율성이 증대되도록 데이터를 생성, 공유, 관리하는 차세대 가상건설 시스템 기술 개발에 관한 연국가 진행 중에 있다. 본 연구는 차세대 가상건설 시스템 개발의 일환으로서 기획 단계를 지원해 줄 기획 시뮬레이션 시스템 개발을 위한 기초 연구이다. 본 연구에서는 선행연구 분석을 통한 기획단계 시뮬레이션 시스템에 대한 수요 분석을 실시하고, 다음으로 VR 및 3D 캐드 관련 기존 시스템의 사례 조사를 통하여 시스템 개발 방향을 설정하고자 한다. 또한 도출된 결과를 기반으로 본 시스템의 주요 기능들을 도출하여 시스템 구성 개념을 제시하고 한다.

• 국제학술발표논문집
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• The 6th International Conference on Construction Engineering and Project Management
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• pp.221-225
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• 2015

To hoist construction workers to their working space is directly related to the productivity of building construction since hoisting tasks are carried out during the working time. In order to reduce hoisting time in the condition that the number of construction lift-cars is limited, various types of the lift-cars group operation plans such as zoning and sky-lobby have been applied. However, previous researches on them cannot be compared in the performance due to their methodological limitation, discrete-event simulation methods, and cannot be find better solution to increase the performance. Therefore, this research proposed the simulation-based optimization model combining the agent-based simulation method to the scatter search optimization methods. Using the proposed model, this paper carried out the comparison analysis on the performance of typical operation plans and also optimize an operation plans by controlling the service range of lift-cars, the size and number of service zones. In this case study, it is verified that better alternatives than typical operation plans can be exists and it is possible to increase the productivity of building construction.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.979-990
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• 2010

Although a centrifuge model test is performed with scaled models, it has a lot of advantages compared with usual scale model tests, for the reproduction of stress levels equal to a full scale test is possible. At the beginning of the Daewoo Institute of Construction Technology, a servo-motor-driven single axis actuator was introduced and has been in use with a geo-centrifuge. However, for variety of experiments and construction stage simulation, various apparatuses have been developed, such as a vacuum generator, a lateral actuator for tidal power simulation, a gravel hopper and a sand drainer for filled-up ground, and a water level controller. The apparatuses have been manufactured with enough strength and durability to be operated under specific g levels. This paper presents the properties of the apparatuses and the results of the tests performed with those.

• 국제학술발표논문집
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• The 6th International Conference on Construction Engineering and Project Management
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• pp.401-404
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• 2015

Demand on free-form buildings is gradually increasing, yet owing to the difficulty of production-installation work, several problems occur in the construction phase upon construction of a building, including the increased cost and construction duration, and reduced constructibility. To solve these problems, a techonology to produce FCP using a CNC(Computerized Numeric Control) machine is developed. The technology is that the information of designed free-form buildings to the CNC machine is transferred, and the transferred information is used for RTM(Rod-Type Mold, the mold shaped by back-up rods) and PCM(Phase Change Material) shaping, and the shaped RTM and PCM have the role of molds to produce FCP. Construction duration and project cost are limited in building sites, so the efficiency of processes like production-installation of FCP for application of the technology is significant. Since it is almost impossible to change the production-installation process at the construction phase when they are established, process should be deliberately decided. Therefore, the purpose of the study is to propose a production-installation simulation model of free-form concrete panels, in aspect of PCM. This paper is establishing the process for production-installation of FCP, estimating time required by each construction type and proposing a time simulation model that changes according to various constraints based on the analyses. With the time simulation model, it will be possible to build a cost model and to review the optimal construction duration and project cost.

• 환경영향평가
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• 제8권3호
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• pp.13-22
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• 1999

Tidal flow and water quality were simulated in this paper to assess environmental impact caused by pier construction projects in Onsan harbor system. The Surfacewater Modeling System (SMS) was applied to the Onsan harbor system, where coastal reclamation and dredging were planned to build the piers. A finite element mesh was constructed and refined to cover the complicated geometry of the Onsan harbor and the proposed reclamation area. The time variable change of tidal height at harbor inlet was given as an input condition to tidal simulation. The water quality simulation was based on the discharge rate of suspended solids at the reclamation area. The simulation results have shown reasonable agreements with real situations in both tidal flow and water quality. According to the proposed plan, tidal flow and water quality were predicted during and after the pier construction. The tidal simulation study showed that there would be no discernible change of tidal current in the harbor except for the dredged area. The water quality simulation, however, predicted that suspended solids would increase significantly near the reclaimed and dredged areas during construction.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2012년도 춘계 학술논문 발표대회
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• pp.341-343
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• 2012

This study introduces a method for computation of process and operation gap in the specific construction operation(i.e., RC frame construction applying a block-grouping scheme) using CYCLONE-based simulation modeling and analysis technique. Since uncertainty of construction environment exists, a thoughtful production planning is required to effectively deal with a risk resulting in schedule delay in advance. This study presents the concepts of a time delay occurred in a process level and operation level in a operation model, and a method of measuring gap-times in each level while the simulation progresses. It helps a site manager to decide how many segmentation in a construction block is suitable for eliminating unproductive time-delays under the constrained resources (e.g., laborer, equipment). A case study presents a network model representing a three segmented RC frame work, and result obtained from the simulation experiment.

• Journal of Construction Engineering and Project Management
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• 제3권2호
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• pp.21-34
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• 2013

Various risk factors affect construction projects. Due to the uncertainties created by risk factors, actual activity durations frequently deviate from the estimated durations in either favorable or adverse direction. For this reason, evaluation of schedule uncertainty is required to make decisions accurately when managing construction projects. In this regard, this paper presents a new computer simulation model - the Repetitive Schedule Risk Analysis Model (RSRAM) - to evaluate unit-based repetitive building project schedules under uncertainty when activity durations and risk factors are correlated. The proposed model utilizes Monte Carlo Simulation and a Critical Path Method based repetitive scheduling procedure. This new procedure concurrently provides the utilization of resources without interruption and the maintenance of network logic through successive units. Furthermore, it enables assigning variable production rates to the activities from one unit to another and any kind of relationship type with or without lag time. Details of the model are described and an example application is presented. The findings show that the model produces realistic results regarding the extent of uncertainty inherent in the schedule.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2007년도 정기학술발표대회 논문집
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• pp.872-875
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• 2007

건설공사의 공사 초기단게에서 총 공사기간과 공사비용의 예측은 매우 중요하다. 터널공사는 공기가 길고, 복잡한 공정이 반복적으로 이루어지는 건설공사의 일종이다. 시뮬레이션은 효과적인 건설공사 관리를 위하여 공사 장비 및 자재 등의 적절한 조합을 고려하고, 현장에 적합한 프로세스를 구성하여 실제 공사에 미칠 영향을 예측하고 분석할 수 있는 기법이다. 본 연구에서는 NATM공법으로 시공되는 양방향 도심지 지하철 터널공사에서 발파시간 등의 제한사항을 고려한 모델을 Arena 시뮬레이션을 이용하여 개발하였다. 개발된 모델은 비쥬얼베이직을 이용하여 쉽게 사용할 수 있는 형태로 개발되었으며, 결과값으로 총 공사기간과 공사비용을 얻을 수 있다. 이 결과를 이용하여 공사 초기 단계에서의 의사결정 도구로서 사용될 수 있을 것이다.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2004년도 제5회 정기학술발표대회 논문집
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• pp.427-432
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• 2004

최근 건설시장의 경쟁이 치열해지고, 건설생산성을 향상시키는 것이 기업의 경쟁력 확보라는 인식이 높아짐에 따라 건설업에서도 생산성과 효율성에 대한 관심의 풍요도가 증대되고 있다. 본 연구에서는 기존의 생산성 측정 방식을 활용한 사례조사를 통해 생산성을 측정하고 측정된 내용에 근거하여 작업개선사항을 제시하였다. 제안된 개선사항은 시뮬레이션(simulation)기법을 동해 검증하였다. 본 논문의 의의는 생산성 측정을 분석하는데 있어 시뮬레이션 기법이 현장여건을 모두 고려한 최적의 대안은 아니지만 현장관리자로 하여금 상황에 적합한 최적의 작업방식을 선택하게하고 생산량을 예측할 수 있는 방법을 제시했다는 점에 있다.

• 드라이브 ㆍ 컨트롤
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• 제19권2호
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• pp.1-10
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• 2022

Field robots operate in various areas, including construction, agriculture, forestry and manufacturing. Typical tasks of field robots used in various areas include excavation, flattening, and demolition. Such tasks are often accomplished in narrow alleys or indoors. In the case of field robots, there is a limit to working in a small space. Thus, to compensate for these shortcomings, many field robots equipped with Tiltrotators have recently been observed. The advantages of Tiltrotator are improved task efficiency and reduced operating time by reducing unnecessary behavior. We need simulation models that can improve the ability of new people to work and simulate tasks in advance. Thus, in this paper, we developed a simscape-based simulation model and modeling of 6DOF systems for field robots equipped with Tiltrotator. Dynamic modeling of field robot 3D models using Simcape multibody and hydraulic systems of field robots using Simcape Hydraulics were modeled. We applied a PID controller to create a control system that operates along the input angle. Simulation results show that errors occur when comparing input and output angles, but overall, they move along input angles.