• Journal of Korea Fair Competition Federation
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• no.44
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• pp.113-133
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• 1999

• Journal of Korea Fair Competition Federation
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• no.44
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• pp.134-137
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• 1999

• KSCE Journal of Civil and Environmental Engineering Research
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• v.38 no.4
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• pp.601-610
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• 2018

Since the building construction works are repeated vertically in a limited space, there is not a great need for the location information of each activity in the schedule management. On the other hand, civil engineering works such as road and railway projects consist of a large number of earthworks, long bridges, and long tunnels. These types of work should be controlled in a horizontal space according to the linear axis of several tens of kilometers. In other words, since most of the activities are managed in the unit of distance from the start point to the end point, it is possible to improve the efficiency of the schedule management by linking the location information of the activity with the schedule data in the schedule management system. This study presents a methodology for creating a linear schedule chart specific to a project with horizontal work space and compares the convenience with the existing Gantt chart. In addition, the methodology of linking linear schedule chart to the 4D CAD system, which is a typical BIM technology in the construction phase, is presented to improve the usability of BIM. The practical applicability of the proposed methodology was verified statistically.

• Korean Journal of Construction Engineering and Management
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• v.20 no.6
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• pp.98-106
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• 2019

Recently, the number of project delay-related claims and disputes in Korean construction projects has been increasing rapidly. This suggests that the domestic construction contract practice, which has traditionally been superior to the client, is changing into a mutually balanced relationship among the contracting parties. The project delay analysis selects the application method according to the type of schedule approved at the start of the construction and how the schedule management was performed during the construction. The most important prerequisite for project delay analysis is that a complete CPM schedule agreed at the beginning of the construction is prepared and the actual progress of such schedule is well documented. This study is about applying the project delay analysis methodology of a case where a contractor claims damages to a client while constructing a large new private building construction project. In this study, it is determined whether the application of the as-planned analysis method is appropriate to the incomplete CPM schedule and then proposes the as-planned vs. as-built analysis method based on the new standard as an alternative. Next, apply the as-planned vs. as-built analysis method to the schedule in the case project, and then compare it with the result of the as-planned analysis method. The purpose of this study is to suggest a project delay analysis method suitable for the domestic schedule management practices, so that it can be used as a meaningful reference in project delay disputes and litigations of domestic construction projects.

• Proceedings of the Korea Database Society Conference
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• 1996.04a
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• pp.81-119
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• 1996

제1장 데이터베이스 개발공정 데이터베이스 개발 공정은 멀티미디어 데이터베이스 개발에 맞추어 (그림1-1)과 같이 구성된다. 이 공정표는 종래 텍스트 데이터베이스 개발에 적용하기는 적합하지 못하다. 먼저 종래 텍스트 데이터베이스 개발 공정을 재조명해보고 본 기준안에서 제시하는 개발공정을 비교 설명하기로 한다.(중략)

• Journal of Korea Fair Competition Federation
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• no.127
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• pp.126-135
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• 2006

• 대학교육
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• s.117
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• pp.64-72
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• 2002

• Proceedings of the KSEEG Conference
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• 2002.04a
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• pp.37-39
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• 2002

• Proceedings of the Korean Operations and Management Science Society Conference
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• 2004.05a
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• pp.286-289
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• 2004

본 연구는 U사의 SMD Wave Soldering 공정을 최적화하기 위해 납땜에 관련된 PCB의 여러 계수형 특성들을 종합하여 계량화한 후 분석한 사례이다. SMD Wave Soldering 공정은 PCB 불량의 80% 이상을 결정하는 중요 공정으로 SMD 작업 불량으로 인한 재작업 등 각종 문제점들을 내포하고 있다. 그러나 검사 결과 미납, 냉납, 과납, 쇼트 등의 발생 건수 형태의 계수형 데이터가 집계되어 이를 체계적으로 분석하여 공정을 개선하는데 어려움이 있어 불량 유형별로 보다 세분화된 평가표를 작성하여 먼저 데이터를 계량화한 후 이를 기초로 공정 개선을 실시하였다.

• Korean Journal of Construction Engineering and Management
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• v.12 no.1
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• pp.23-32
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• 2011

Domestic leading construction companies has been establishing and performing TACT scheduling method, similar to linear scheduling model such as line of balance and repetitive schedule, and etc. in which repetitive construction works are involved like high-rise building. Linear scheduling model has been researched as a visual scheduling method presenting the work space and time information. Likewise scheduling constraints of CPM network such as finish-to-finish, start-to-start, finish-to-start, start-to-start, linear scheduling model also has the relationships constraints, namely boundary conditions, between activities. It is especially necessary to define the boundary conditions of the activities' relationships in order to apply the linear scheduling model to be compatible with the network schedule. Therefore, this research considers the boundary conditions between activities for establishing the linear scheduling model. This paper also applies the proposed boundary conditions to TACT schedule and then deduces the main considerations in order to establish and perform TACT schedule.