• 대한교통학회지
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• 제28권6호
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• pp.109-120
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• 2010

본 연구는 도로점용공사가 신호교차로의 정지선에 인접하여 시행될 시, 물리적 차로점용으로 인하여 변화하는 포화교통류율을 산정하기 위한 수학적 논리모형 개발을 목적으로 한다. 우선 문헌조사와 사전 모의실험을 통하여 신호교차로에 인접한 도로의 포화교통류율이 도로점용공사의 위치, 차로 수, 신호주기, 유효녹색시간에 의해 민감하게 변화함을 확인하였다. 이러한 포화교통류율 변화요인을 독립변수로 선정하고, 기존 교통류이론을 활용한 수학적 논리모형을 개발하였으며, 개발모형은 도로점용공사의 위치(교차로 상/하류)에 따라 각각 달리 적용하도록 이원화하였다. 개발된 논리모형의 검증을 위하여 다양한 미시적 시뮬레이션을 수행하였으며, 논리모형 적용과 모의실험 수행을 통해 각각 얻어낸 포화교통류율 결과 값을 비교/분석하였다. 검증결과, 각각의 방법으로 얻어낸 포화교통류율의 절대적 차이가 다소 존재하였으나, 독립변수의 영향에 의한 포화교통류율 분포 형태가 통계적으로 유의함을 확인하였다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2004년도 가을 학술발표회 논문집
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• pp.150-156
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• 2004

Though the concept of Life-Cycle Cost (LCC) itself is not new, its effectiveness for planning, design, rehabilitation and maintenance/management of civil infrastructures is becoming increasingly recognized. For the decision problems as in the case of the LCC of plant facilities, equipments, bridge decks, pavements, etc., the Life-Cycle Cost Analysis (LCCA) is relatively simple, and thus its practical implementation is rather straightforward. However, when it comes to major infrastructures such as bridge, tunnels, underground facilities, etc., the LCCA problem becomes extremely complex because lack of cost data associated with various direct and indirect losses, and the absence of uncertainty data available for the assessment as well. As a result, the LCC studies have been largely limited only to those relatively simple LCCA problems of planning or conceptual design for making decisions. Accordingly, in the recent years, the researchers have pursued extensive studies on the LCC effectiveness mostly related to LCC models and frameworks for civil infrastructures. Moreover, recently the demand on the practical application of LCC effective decisions in design and maintenance is rapidly growing unprecedently in civil engineering practice. Indirction cost is very important on LCC formulation. But that is very difficult and complicate the estimation every LCC. The objective of this paper is to suggest efficient regression model for the estimation of indirect cost approach to the practical application of LCC for the design and rehabilitation of civil. infrastructures considering traffic, traffic network, detour condition, and workzone condition. In this paper, it performed the sensitivity analysis and correlation analysis of parameter for development of regression model of inflection cost.