• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.22 no.2
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• pp.137-143
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• 2004

The electronic distance measurement(EDM) instrument, introduced first in the 1950s since those early days has, undergone continual refinement. Rapid advances established in related technologies have made it lighter, smaller and more precise equipment. Understanding for the principle, the standardized observation technique and the precision of EDM instrument is mostly important to improve the quality and the reliability of by-product in the field of engineering and industrial surveying. Periodical and accurate calibration is necessary to maintenance the precision of EDM instrument. This paper describes the calculated example of zero error and scale error as a correction of EDM by applying the least square method to baseline observations in test area. Also here we deal with the testing criteria for precision instrument testing according to different types of EDM instruments.

• Proceedings of the Korean Geotechical Society Conference
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• 2009.09a
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• pp.695-699
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• 2009

3D and BIM technology are presumed to be used more and more in the construction industry. The scope of this paper arose from a general wondering of how the constructor in general can benefit from the use of 3D models. Presented herewith is the first application of BIM in Korea to a actual bridge construction site located in Cheongpoong in Chooncheongbook-Do. This paper tries to integrate design, cost and schedule under location-based conditions with industry-specific solution for 3D modeling. 292 activities constitute the cable-stayed bridge of 442m long with a main span of 327m long. Integration of 3D model, cost and schedule is shown by comparing the measurements of works at a specific time by use of 2 different construction sequencing scenarios and cost breakdown structures.

• Korean Journal of Construction Engineering and Management
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• v.18 no.3
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• pp.42-51
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• 2017

Measuring and evaluating project progress and performance are the key element of the construction project success. Construction progress is typically measured quantitatively by evaluating cost and time allocated to the project deliverable, and thus properly integrating cost and time is essential to the project management. This research was performed to propose an alternative methodology to integrate the cost and time and provide a framework for the progress measurement. The researchers developed a typical work process for the cost and schedule planning and also developed an alternative cost-schedule integration method by using progress integration units (PIU). A discipline of a construction phase served as a common level for WBS and CBS integration, so the PIUs'were defined under discipline. A case study project was selected to validate the developed methodology. The result showed the proposed method improved efficiency of cost and time integration. The result also showed the excluding material for the progress measurement purpose significantly reduced the bias of progress measurement.

• Computational Structural Engineering
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• v.10 no.2
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• pp.189-201
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• 1997

A number of standard type of steel-box pedestrian bridges are constructed in th metropolitan high way or heavy traffic urban area. Although it has the advantage of speedy construction because of its simple structural form and prefabricated erection method, it has been reported that many of these bridges are deteriorated or damaged and thus are in the state such that it would give unsafe and uncomfortable feeling to pedestrians. In the paper, for the realistic assessment of safety and load carrying capacity of deteriorated and/or damaged steel box pedestrian bridges, an interactive non-linear limit state model is formulated based on the von Mises' combined stress yield criterion. It has been demonstrated that the proposed model is effective for the reliability-based safety assessment and load carrying capacity evaluation of steel-box pedestrian bridges. In addition, this study suggests an effective and practical field load test method for pedestrian bridges.

• Journal of Korea Water Resources Association
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• v.51 no.9
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• pp.761-768
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• 2018

Groundwater resources are becoming depleted due to climate change factors and non climate change factors. In order to effectively groundwater resources management, we developed a method for evaluating vulnerable periods of groundwater resource management in watershed areas. The watershed based vulnerability assessment was conducted independently of the evaluation of vulnerable areas and vulnerable periods for sub watersheds. The vulnerable area evaluation index was standardized and applied to the independent vulnerable period index each region. It was applied to Bonghwa-gun, Andong-si, Yecheon-gun, Mungyeong-si and Sangju-si in the upstream of the Nakdong river basin. As a result, the Sangju-si's August was the most vulnerable at 0.278, and Andong-si was assessed to be vulnerable to groundwater resource management during 8 months of the year in study area. Using the developed method, we can find efficient management method considering the time and regional of groundwater resources.

• Journal of the Korea Computer Industry Society
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• v.6 no.3
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• pp.519-528
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• 2005

Computers have been increasingly recognized as tools for teaming, in addition to supporting industrial works. Such advantages e-Learning have as teaming at any time and place, distribution and management of standardized contents, mentoring with learners, immediate feed-backs, and dynamic learning have been applied in a variety of divisions. Despite of the researches and interests, the study on the different views between teachers who design and operate e-learning and students who receive lessons hasn't been enough. So it studied the recognition of middle school teachers and students on the e-Learning. <중략>The research result showed that there were similarity in the views between teachers and students on the concept of e-Learning. Many teachers and students have experienced the e-Learning directly or indirectly. Teachers and students showed similar opinions on the beforehand education and preferred subjects of the e-Learning. But the students required fast and immediate feedback of the teachers. Teachers and students showed similar opinions on the utilization of multimedia components to achieve the goal of education. But teachers thought that immediate feedback was important. The students thought it important to control the degree of difficulty. It suggests a way to activate the e-Learning of middle school efficiently with the research result.

• Korean Journal of Construction Engineering and Management
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• v.9 no.3
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• pp.85-94
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• 2008

The process of construction industry basically consists of many complicated phase, such as planning, design, construction, MO&R(Maintenance, Operation, and Repair), and deconstruction. And various participants communicate each other during every phase of process. Since construction components have become more complex and diverse recently, many researches on how to exchange and standardization of building. However, in Korea research on IFC(Industry Foundation Classes) which is a standard for international data exchange have been conducted with only study limited Issues, such as studies on the development of 2D extension model for IFC, researches on 3D or 4D based IFC extension, and etc. This stuff covers tests of the compatibility among commercial 3D CAD programs using IFC file format. Several problems of the current IFC model are retrieved as a result.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.319-319
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• 2016

최근 급격한 기후변화와 도시화로 인하여 강우량 및 강우강도는 약 20% 증가하고 강우일수는 14% 감소하며 도시 기온이 최대 $3^{\circ}C$까지 증가하는 등의 현실적인 문제가 발생하고 있다. 이로 인한 도시 물순환체계의 파괴는 도시물관리 여건의 악화로 이어지고 특히 불투수면적 증가로 인한 도시 홍수 및 침수의 증가, 잦은 도시 고온 현상, 도시하천의 건천화로 수질 악화를 야기하는 실정이다. 이에 국토의 자연자원을 보전하고 기후변화에 적응하면서 도시의 안전도와 가치를 높이기 위한 물관리 정책은 먼저 물을 순환을 보다 적극적으로 반영하고 통합적인 물관리 체계 확보를 요구한다. 이를 위해서는 발생원 관리를 포함한 소규모 분산관리 체계로 변화하여야 하며 이들 시설에 대한 네트워크화를 통해 기후변화에 강건하고 통합관리쳬계를 구축하는 것이 중요하다. 이를 위해서는 저영향개발(LID, Low Impact Development) 및 그린인프라(GI, Green Infrastructure) 기반의 분산식 빗물관리기법의 도입이 절실하다. 현재 국내에서는 제도적으로 기후변화 대비, 지속가능한 도시환경 구축을 위한 물순환 건전화를 위해 100대 국정화제에 포함시키는 등(2013.2) 도시계획 및 기반시설 설치 LID기법의 법제적 산업적 도입을 추진중에 있으나, LID 기술의 수자원 치수, 이수 및 환경 효율성에 대한 객관적인 정보의 부재, LID 기술에 대한 효율성 검증 및 인증시스템의 부재, LID 기술의 무분별한 국외기술 도입으로 인한 효과 저감, LID 기술의 설계, 시공, 관리를 위한 매뉴얼 및 가이드라인의 부재, LID 기술에 대한 지자체 지원 및 전문가 양성 시스템의 부재 등 복합적인 문제를 안고 있어 GI 및 LID 기술의 적용을 통한 새로운 도시 및 유역차원의 수자원확보와 재해경감기술 패러다임 확보가 용이하지 않다. 이를 위해 본 연구에서는 강우유출수 관리를 위한 LID기술 신뢰도 향상 및 단일화, 표준화된 효율성 검증 기술 개발과 더 나아가서 도시-건축-수자원-도로-조경 등의 종합적인 인프라를 바탕으로 LID기술 통합관리 및 기술 고도화를 위해 부산대학교 GI LID 물순환 실증단지의 계획 및 구축을 수행하였다.

• Journal of Digital Convergence
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• v.19 no.10
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• pp.75-86
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• 2021

Recently, the domestic BIPV market is expected to revitalize with the introduction of the "zero-energy building certification system(2020~)", but it is somewhat stagnant due to the rigidity of definitions in the current domestic BIPV construction standards. Also, since there is delaying revision on definition and standardization of BIPV, the system is so weak that there are cases where it has been approved as BIPV simply by installing a structure on the wall and fixing the module roughly. The damage caused by this can be passed on to consumers, and it can only create a negative perception of BIPV and jeopardize the entire market. The BIPV definition was prepared through a Delphi survey of related experts about market stagnant cause, unreasonable regulation, etc, and a revised plan was derived accordingly.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.14-14
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• 2021

개수로에서는 반드시 자유수면이 있으며, 따라서 물과 공기와의 마찰은 관수로에 비해 상대적으로 매우 작고, 개수로의 전단응력 분포는 관수로와 달리 근본적으로 비대칭이다. 따라서 전단응력은 수로 바닥이나 측면에서만 작용하게 된다. 이러한 평균 전단응력 개념은 흐름에 의해 경계면 구성재료가 이동하는 이동상 수리학에서 유사이송 능력을 해석하는 기준이 되며, 경계면의 전단응력은 힘으로 표시하여 통상 소류력이라 한다. 이러한 복잡한 유체거동은 하천시설물 설계, 시공 및 관리에 있어서 구성재료의 보호능력에 따라 예상하지 못한 조건에서 쉽게 파손될 수 있다. 국내 하천의 경우 한계유속과 한계소류력에 의해 하천설계에 적용되고 있다. 한계 유속의 경우 간단한 수식에 의해 산정될 수 있지만 실제 하천의 보호능력을 대표하기는 힘들기 때문에 한계소류력이 동시에 고려되어야 한다. 한계소류력은 개수로 흐름에서 복잡하게 발생하는 이차류나, 난류 특성에 의해 산정하거나 예측하기는 매우 어렵다. 한계 소류력 뿐만 아니라 하천을 구성하는 재질의 조도계수 역시 균일하지 못하고 매우 예측하기 어렵다. 따라서 본 연구에서는 이러한 복잡한 양상을 나타내는 수리학적 요소에 대해 표준화된 실험수로에서 실험을 통해 평가하고, 체계화된 설계 지침이 되고자 연구를 진행하였다. 본 연구에서는 자연하천과 유사한 조건의 경사를 가지는 경사수로와 경사의 영향에서 자유롭게 평가를 진행하고자 기존 연구를 바탕으로 제작된 소류력 측정장치를 이용하였다. 하천의 설계나 평가에 적용되는 평균 소류력 개념은 복잡한 난류흐름에서 평가지표로써 대표하기 힘들기 때문에 유사 하천환경의 바닥에서 발생하는 소류력을 직접 측정하였다. 본 연구에 사용된 장치는 난류유속 u', v'을 이용하여 Reynolds stress산정하여 Total shear stress를 추정하는 기법을 사용하여 검증하였다.