• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.341-341
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• 2016

2차류는 주흐름 방향 유속에 비하여 작지만 유속을 재분포 시켜 흐름의 교란을 발생시키는 매우 중요한 인자이다(Woo, 2001). 2차류는 만곡부, 합류부, 분류부에서 흐름분리와 함께 나타나는 흐름특성 중 하나이지만 각 지점별로 2차류의 분포는 서로 상이하다. 하지만 국내에서는 만곡부에서의 2차류에 대한 영향에 대해서만 주로 연구가 이루어졌으며, 합류부와 분류부에 대해서는 연구가 아직 체계적으로 이루어지지 못하고 있는 실정이다. 따라서 본 연구에서는 합류부와 분류부에서 2차류 영향을 고려한 2차원 수치모형을 적용하여 흐름특성 변화를 수치모의 하였다. 2차류 흐름을 고려한 수치모의를 위해 TELEMAC-2D 수치모형을 이용하였으며, 2차류의 영향을 고려하지 않고 계산한 SUPG기법을 적용한 모의결과에 대하여 Bernard and Schneider(1992)가 제안한 경험계수를 적용 후 그 결과를 실험결과와 비교분석하였다. 합류부(confluence)에서는 본류와 지류의 유량비가 증가할수록 흐름분리구역 길이와 최대폭이 증가하지만, 분류부(Bifurcation)에서는 분류수로 유량비가 증가할수록 흐름분리구역 길이와 최대폭이 감소하는 것을 확인할 수 있었다. 특히, 2차류를 제외한 수치모의에서 실내시험에서 제시한 분류유량비와 수심 및 유속분포를 동시에 충족시키기 어렵다. 반면 2차류 영향을 고려시 분기수로내 통수능을 감소시키는 흐름분리구역과 2차류의 상호작용에 의한 흐름정체효과로 분류유량비가 감소하였으며, 2차류 영향을 고려하여 모의한 결과 분류부 수치모의의 안정성과 정확성을 향상되었다. 하지만 본 모형에서 적용한 2차류 흐름관련 매개변수는 흐름특성에 따라 시행착오법에 따라 산출해야 하는 특성 때문에 향후에 추가적인 연구가 필요하다.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.406-409
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• 2001

This study refers to development of WBS(Work Breakdown Structure) and Activity sample for integrated cost and schedule control system of sample bridge work in the field. The conclusions from this study may be summarized as following 1. It showed that the level of detail to network's activities depend upon schedule's intended purpose. 2. It is more effective 'activity to cost package model' than 'activity to resource model', for integrated cost and schedule control reflect the characteristics of domestic construction industry.

• Korean Journal of Heritage: History & Science
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• v.50 no.4
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• pp.82-103
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• 2017

Systems operating construction expenses for preservation and repair of the architectural heritage may be divided into two in the Japanese colonial era. They are preservation cost nd preservation cost-aided constructions, according to the ownership of a building. Preservation cost construction refers to preservation and repair of government-owned buildings that Japanese Government General of Korea had the ownership and the right of management, and preservation cost-aided construction means preservation and repair of private buildings such as Buddhist temples. In the case of preservation and repair of buildings owned by the government, it was done by the Japanese Government General of Korea, so the same agent executed the budget and managed the properties. They included royal tombs and relics, old government offices, Hyanggyo and some Seowon. On the other hand, in the case of preservation and repair of private buildings, they were private properties, so Japanese Government General of Korea had rights only for permission of preservation and repair. If there was a request for .preservation and repair by an owner, the Japanese Government General of Korea decided on whether it would support its expenses or not and played a role of management and supervision. It applied to Buddhist shrines and pagodas owned by Buddhist temples and shrines and temples owned by individuals and families. Hence, in the case of government-owned buildings, because the preservation cost was spent from the Japanese Government General of Korea's budget for investigation expenses of historical remains or repair expenses of Jeolleung and ruins, they were classified into preservation cost constructions. As for private buildings, the cost was spent from their budget for aiding preservation expenses, so they were classified into preservation cost-aided constructions. Because preservation cost construction and preservation cost-aided construction were conducted by two different agents, there were a little difference in procedures for executing a construction. There was no big difference in the general progress of constructions but was an administrative difference in the kinds of documents submitted and the roles of field supervisors. Such dual systems remained unimproved throughout the Japanese colonial era. The Japanese Government General of Korea was the colonial government so much influenced by the Japanese Government. Most Japanese architectural heritage was owned by Buddhist temples and Shinto shrines and there was almost no building owned by the government, resulting in a unitary system unlike Korea. Heritage system by the Japanese Government General of Korea was established under the influence of Japan regardless of the situation in Korea. Accordingly, Japanese Government General of Korea could not present a definite solution in the bisected system of preservation and repair expenses for the heritage. It shows the limits of the Japanese Government General of Korea in the colonial era.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.12
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• pp.702-708
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• 2018

3D printing technology is attracting increasing attention as a key technology of the fourth industrial revolution that can change the production paradigm of existing industries. The introduction of construction 3D printing technology has been slower than other industries because of the characteristics of the construction field. On the other hand construction automation using 3D printing is required to reduce the production population, as well as improve productivity and safety. In this study, a construction 3D printing work breakdown structure and link method to a standard estimation system were developed as a preliminary preparation for introducing 3D printing to construction. Based on expert consultation on construction and 3D printing, a hypothetical scenario was developed based on existing construction 3D printing technology. According to the scenario, 16 kinds of works required for 3D printing construction work were derived. The existing work breakdown structure and standard estimation system were analyzed, and the 3D printing work was linked. 3D printing works that were the same as the existing breakdown structure were found, and non-existent works were added to the similar breakdown structure. These results are expected to be helpful for future 3D printing construction management and cost estimation. The actual standard estimation system through 3D printing work will need to be calculated.

• Korean Journal of Construction Engineering and Management
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• v.11 no.6
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• pp.65-77
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• 2010

Our nation's housing construction is given much weight over 32% in 2007 and especially apartment is taking over 67%. If we put into construction environment consideration, we are having a trouble with price cap policy and the realestate recession due to the global economic crisis. So in order to get competitive power and supply of cheap apartment, the necessity of cost saving is increasing. This research collected the past constructed apartment project's cost saving examples which were influencing on the construction cost, quality and time. We analyzed collected cost saving datum and assorted these in compliance with classification system. By analysis of correlation among datum with exclusion and integration, we make a propose cost saving Checklist that will be a base data to give a chance to use in working level and other research.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.407-407
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• 2012

우리나라 뿐 아니라 전 세계적으로 지구온난화에 따른 기후변화에 의해 홍수 및 이상가뭄이 빈발하고 있다. 또한 산업화와 도시화에 따른 물수요 및 각종 오폐수의 증가로 수질오염도 심화되어 물 사용의 한계를 느끼게 되는 심각한 상황을 맞이하고 있다. 특히 우리나라는 1990년 이후 남부지역을 중심으로 겨울에서 봄철까지의 만성적인 가뭄 횟수가 증가하고 여름철에는 태풍과 집중호우가 빈번하게 발생함으로써, 가뭄 및 홍수로 인한 피해가 늘어나고 있는 실정이다(한국수자원공사, 2002). 이러한 상황에서 가뭄은 홍수에 비해 체계적인 종합대책 마련이 미비한 실정이다. 가뭄은 불가피성과 반복성을 가진 자연 현상이므로 가뭄 발생 전 사전대비계획과 가뭄발생시 가뭄관리체계 구축을 통해 그 피해를 최소화해야 한다. 또한 가뭄의 특성상 다른 자연재해와는 달리 진행속도가 느리므로 사전에 대처할 수 있는 시간적 여유가 있다. 따라서 가뭄 진행상황의 모니터링을 통해 신속한 대처와 피해경감 효과를 기대할 수 있다. 본 연구에서는 대상지역의 가뭄심도를 평가하여 가뭄상황에 대처하고자 우리나라에 적합한 가뭄 분류기준을 제시하였다. 관측년수 30년 이상의 강우자료를 확보한 61개 지점에 대해 1973년부터 37년 치의 월강우량 자료를 사용하였고 현 정부기관에서 사용되고 있는 가뭄상황단계를 그대로 활용하여 본 연구에서도 통일화된 가뭄 구간을 총 4등급으로 구분하였다. 한국수자원공사에서 제시한 주요가뭄발생현황을 참고하여 우리나라에 맞는 가뭄심도의 분류기준을 가뭄 발생의 누가 확률 98-100%를 예외적인 가뭄(Exceptional Drought), 94-98%를 극심 가뭄(Extreme Drought), 90-94%는 심한 가뭄(Severe Drought), 86-90%는 보통 가뭄(Moderate Drought)으로 구분하였다. 각 지점의 가뭄지수(SPI, PDSI)를 내림차순으로 작성하여 가뭄심도 분류기준에 맞는 가뭄지수의 정량적 값을 산정하였다. SPI와 PDSI의 가뭄심도 분류 결과와 실제 가뭄을 비교하기 위해 년 단위 비교와 월 단위 비교를 분석한 결과, 년 단위 비교와 SPI의 월 단위 비교는 각 지역의 가뭄지수 평가가 대부분 일치하게 나타났으나 같은 기간의 PDSI의 월 단위 비교는 실제 기록과 분석치가 일치하지 않았다. 이는 이들 지수의 상호보완에 대한 추후 연구의 필요성을 보여주는 것으로 판단된다.

• Korean Journal of Construction Engineering and Management
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• v.8 no.4
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• pp.110-118
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• 2007

For deciding the owner's budget of the building construction in the predesign stage, the probabilistic methodologies for estimating the cost are often studied, however these parameter-based conceptual estimating methodology has limitation of applying it to the practical business because it hardly can link the design decision-making and the cost estimating and control. Besides if the result of detail estimating after detail design is over the budget, locally and arbitrarily control the level of interior design and fix the design. This research proposed the prototype-based cost estimating model for building interior construction which leads to estimate the interior cost easily linking with design decision-making and supports to evaluate the design alternatives in the schematic design and the design development stage for office buildings. The model divides the building on the design process by Element Breakdown Structure and presents the design alternative by selecting the elements of each room from the database accumulated the historical office buildings' prototypes and estimates the cost. The 2 case studies presented to validate the effectiveness of as the linking tool integrating the design and construction data and applicability to the practical design on the presented prototype-based model.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.486-486
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• 2021

국가에서는 수해예방 및 주민들의 삶의 질 향상을 위해 다양한 하천사업을 수행한다. 국토교통부의 경우 매년 막대한 예산을 투입하여 하천정비 및 재해복구사업 등을 추진 중에 있으나, 체계적인 공사관리와 산출물의 전산화를 위한 시스템은 부재한 실정이다. 현재 건설사업정보시스템(건설CALS)을 통해 하천공사에 관한 정보를 확인할 수 있으나 총 공사비, 참여업체 등 기본적인 정보만을 제공하고 있으며, 공정관리 및 예산정보에 관한 상세한 내역을 확인 및 관리할 수 있는 기능은 부재하다. 이러한 문제를 해결하고자 본 연구에서는 하천사업(공사)관리시스템의 필요성을 제시함과 동시에 우선적으로 하천사업 공종 표준화를 수행하고자 한다. 현재 건설공사표준품셈을 통해 건설공사의 공종을 확인할 수 있으나 '제2장 하천공사' 내에는 사석, 돌망태, 하천호안공에 관한 정보만을 담고 있다. 하천공사 공종 표준화를 진행하게 될 경우 공종별 공사 세부정보에 대한 관리가 가능해지며, 현재 하천을 관리 중인 국토교통부, 지방국토관리청 및 지자체 등 하천사업을 수행 중인 기관의 시스템 활용도를 제고할 수 있다. 하천사업 공종표준화를 위해 우선적으로 현재 건설공사표준품셈, 도로대장 전산화 입력지침 등기 수립된 지침 및 기준을 통해 건설토목공사 시의 공종을 조사·분석한 후, 하천공사 준공보고서 및 감리보고서 등 공사 관련 자료를 활용하여 하천공사에 주로 수행되는 공사들에 관한 종류를 도출하였다. 이후 건설토목공사 공종과의 비교·분석을 통해 하천공사에서 주로 수행되는 공종을 도출·표준화하는 작업을 진행하였다. 본 연구에서 제시한 하천사업 공종의 경우 향후 하천사업(공사)관리시스템 개발에 활용이 가능하며, 하천공사 관리의 효율성을 극대화할 수 있다.

• Journal of the Korean Institute of Landscape Architecture
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• v.39 no.5
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• pp.76-90
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• 2011

As most landscape drawings tend to be recorded in electronic format, the need for layer standards is growing. While the categorization system of planting drawings has been progressing, landscape facility drawings are being delayed. So, the purpose of this study was to establish the categorization system of computerized landscape facility drawing documents. In the beginning of this study, it found that the layer categorization system of "The Standards of Construction CALS/EC computerized drawings v1. 1" and "The submit instructions of electronic design documents" are not suitable for the landscape facility drawings. 1,154 drawings drawn by 10 landscape architect offices were used to analyze the current layer categorization status. As a result, it found that "The Standards of Construction CALS/EC computerized drawings v1. 1" were not introduced in landscape facility drawings and 46% of layers were produced indefinitely. The new layer categorization system consisting of 15 facility items was drawn by applying the ISO construction information categorization system. The new layer categorization system is set on the basis of the legal code, landscape design standards, and design guidelines of public institutions. This new layer categorization system is expected to propagate at the landscape architect offices in the early.

• Korean Journal of Construction Engineering and Management
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• v.25 no.1
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• pp.32-41
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• 2024

In the construction industry, not only safety accidents, but also various complex risks such as construction delays, cost increases, and environmental pollution occur, and management technologies are needed to solve them. Among them, process risk management, which directly affects the project, lacks related information compared to its importance. This study tried to develop a MATM tunnel process risk classification system to solve the difficulty of risk information retrieval due to the use of different classification systems for each project. Risk collection used existing literature review and experience mining techniques, and DB construction utilized the concept of natural language processing. For the structure of the classification system, the existing WBS structure was adopted in consideration of compatibility of data, and an RBS linked to the work species of the WBS was established. As a result of the research, a risk classification system was completed that easily identifies risks by work type and intuitively reveals risk characteristics and risk factors linked to risks. As a result of verifying the usability of the established classification system, it was found that the classification system was effective as risks and risk factors for each work type were easily identified by user input of keywords. Through this study, it is expected to contribute to preventing an increase in cost and construction period by identifying risks according to work types in advance when planning and designing NATM tunnels and establishing countermeasures suitable for those factors.