PURPOSES : The evaluation of the road pavement thickness in an apartment complex through a methodology for estimating the number of construction vehicles is presented. We also show the usability of the new design criteria. METHODS : A field survey plan was established by conducting literature and preliminary surveys, and the structural performance of each section of the road pavement was compared through a structural analysis program. The load on construction vehicles is required for analyzing the ESAL factors of construction vehicles; it is calculated as a methodology for estimating construction vehicles because it is difficult to measure the traffic volume through visual inspection. Accordingly, the extent of damage predicted by road pavement sections in apartment complexes was analyzed to examine the possibility of applying the methodology for estimating the number of construction vehicles. RESULTS : If the road crack exceeds 20% as a result of the site survey of a previous study, structural damage to the road pavement occurs from construction vehicles. Compared to the actual traffic volume observation, an error of 5% took place; therefore, it is necessary to perform a design such that the damage caused by the load of the construction vehicle be 15% or less for proper road performance. Structural analysis through the KENPAVE program showed that the damage caused by the load of the construction vehicle exceeded 20% in all sections except section B (with a thickness of 46 cm). CONCLUSIONS : Owing to the limitations of the test construction section and environmental conditions, it is necessary to assess the effects of various variables by conducting an analysis. This is expected to be applied as a design basis considering more reliable construction vehicles.

육상풍력의 보급이 지연되는 가장 큰 원인인 입지애로 문제를 해결하기 위해 육상풍력 사업성 사전 검토 단계에서 입지적 합성을 검토할 수 있도록 육상풍력 입지지도가 개발되었다. 본 연구에서는 육상풍력 입지지도 고도화의 일환으로 산업부, 환경부, 산 림청의 부처간 협의에 따라 풍력자원, 생태·환경 입지요인 24종, 산림 입지요인 21종을 통합하여 육상풍력 입지 적합성을 종합적으로 평가할 수 있는 고려대상 지역 지도를 개발하였다. 고려대상 지역 지도를 분석한 결과 환경·산림 입지 적합성이 모두 상(high)이고 경제성이 확보되는 지역은 조사대상 면적의 4%인 4,032km2로 산정되었으며, 고려대상 지역의 민감도 분석에 의하면 생태·자연도 1등급 및 2등급과 겨울철 조류동시센서스 조사지역의 민감도가 가장 큰 것으로 확인하였다. 이를 통해 육상풍력 입지의 사전 검토를 위한 고려대상 지역 지도의 실효성을 확인하였다.

The purpose of this study is to review the research on Gangbang Palace and to presume the location of the palace through the study of feng shui. when the Mongols invaded, Ganghwado was the capital, moved from Gaegyeong and it was maintained for 39 years. At that time, the palace construction followed the palace of Gaegyeong, and the names such as Gujeong毬庭, Palace, and Sasa寺社were the same as those of Gaegyeong. However, despite several archaeological excavations at Goryeo Palace Site, Historic Site No. 133, no actual remains of the Goryeo period were found. After the negative opinions on the current Goryeo Palace site became public, there have been several previous studies on the estimation of the location of the Goryeo Palace Site, and although there have been achievements, the location of the Goryeo Palace is still not confirmed. The key to presuming the location of the GangdoPalace江都宮闕is first, whether the palace was located in the south of Songaksan, and second, at what point it was located in the south of Songaksan. As to whether the palace was located in the south of Songaksan, it was presumed that the Chiso治所of Ganghwabu was located in Gukhwari, referring to the record in 『Shinjeungdongguknyeojiseungnam新增東國輿地勝覽』that Goryeosan, a guardian mountain鎭山, was ‘five ri west of Bu府西五里’. Accordingly, the location of the palace of ‘Budongsimni 府東十里’ in the old literature was estimated to be south of Songaksan Mountain. Also, the location of the palace on the south side of Songaksan was approached from a feng shui theory. Three places for the palace to be located are presumed to be 'Ganghwa Girls' High School', 'Seonggwang Church', or ‘Above the Ganghwa-gun library’, and the central axis of the palace is estimated to be ‘Above the Ganghwa-gun library’ where the corridor-type building relics were found among them, and the other two areas were presumed to be other buildings within the palace.

PURPOSES : In this study, we review the method and equations suggested in the usual guidelines to calculate the lane widening for curved sections, and proposed values of the widths and the amount of widening that reflected the driving trajectory of an articulated bus. METHODS : A simulation was used to obtain the trajectory of articulated bus, which is adequate for a Super-Bus Rapid Transit(S-BRT) service with the longest length of the design vehicle. This study was conducted by dividing the trajectory into curved and tangential sections, and the extent of widening was analyzed by changing the rotation angle by 5°. In addition, the results related to the amount of widening from the conducted analysis were applied to particular situation of right turns of an articulated bus at urban intersection. The possible conflict situations that may occur were analyzed. RESULTS : When analyzing the rotation angle at which the size of the driving width was set to be the largest for each lane center radius, the rotation angle for a lane center radius ( =15m) was 35°, the rotation angle for a lane center radius ( =20m) was 45°, the rotation angle for a lane center radius ( =25m) was 55°, and the rotation angle for a lane center radius ( =30m) was 60°. CONCLUSIONS : As the radius increases, the required driving width and the amount of widening decrease. The rotation angle that requires the largest driving width is presented. The results show that as the central radius ( ) of the lane increases, the amount of widening for each rotation angle decreases. In addition, based on the results of the analysis of the driving width for each rotation, the trajectory of an articulated bus was applied to an at-grade intersection to check the distance required for widening from the beginning point of the curve.

본 연구에서는 해운대 해수욕장의 내습파랑특성과 해빈면적 변화와의 상관성을 파악하였으며, 파랑특성요소를 독립변수로 설정하고 해빈면적 일변화량을 종속변수로 하는 회귀분석을 수행하여 전체 및 세부구간(서측, 중앙, 동측)에 대한 해빈면적 변화량 산출식을 도 출하였다. 도출된 해빈면적 변화량 산출식에 약 10개월의 파랑관측자료를 대입하여 계산된 해빈면적과 실제 관측면적과의 비교를 통해 해빈면적 변화량 산출식의 정확도를 평가하고 해빈면적 변동특성을 분석하였다. 분석 결과, 해빈면적 변화량 산출식의 정확도는 평균 해빈폭 기준 1.5 ~ 2.7 m의 오차를 나타내었으며, 실제 관측면적과의 상관계수는 0.91 ~ 0.94의 분포를 보이며 매우 유사한 해빈면적 변화양상을 나타내었다. 또한, 세부구간별로 해빈면적 변화에 영향을 크게 미치는 파랑특성요소가 서측구간은 파향, 중앙구간은 파고, 동측구간은 파고와 주기인 것을 알 수 있었다. 이를 통해 연안정비사업이 해운대 해수욕장의 해빈면적 변동특성에 미치는 영향 및 연안정비사업의 효과를 파악할 수 있었다. 본 연구에서 도출된 해빈면적 변화량 산출식은 정도 높은 파랑예측자료가 확보될 경우 유의미한 장기간 해빈면적 변화 예측이 가능하므로 연안침식에 대한 선제적 대응 대책 수립 시 의사결정의 근거가 될 수 있는 기초자료 확보에 기여할 수 있을 것으로 기대 된다.

최근 부산시는 선박관리산업의 관심을 증대시키고, 경쟁력을 강화 및 지원하기 위한 조례를 제정하였다. 본 연구는 직관적퍼지 DEMATEL&ISM법을 이용하여 선박관리산업 경쟁력 강화의 원인요인을 도출하는데 있다. 이를 위해 먼저 선박관리산업발전법에 명시된 내용을 기반으로 8개의 요인을 추출한다. 두번째는 직관적 퍼지수를 표준퍼지수를 이용하여 크리습 수로 변환한다. 세번째는 DEMATEL 법을 이용하여 영향관계를 분석하고 ISM법을 이용하여 요인에 대해 우선순위를 결정한다. 영향관계 분석결과 원인요인은 기술적 선박관리 역량 제고, 육상관리인력 전문성 제고, 한국선원인력 자질향상으로 나타났다. ISM법에 의한 우선순위는 한국선원 자질향상, 육상관리 인력 전문성 제고, 기술적 선박관리 역량제고, 상업적 선박관리 역량 제고, 종합정보시스템구축 = 선원 근로조건 및 고용환경 개선 = 금융 등 지원 = 외국인 선원 공급 강화 등의 순으로 나타났다. 따라서 전체 영역에서 원인요인이며 우선순위가 높은 상위 3개의 요인에 대해 우선적인 정책추진이 필요하다.

인간의 개발로 점차 멸종위기 생물종이 증가하고 있어, 충분한 보호지역의 선제적 확보가 중요한 상황이다. 따라서 본 연구에서는 인간의 개발영향을 고려했을 때 앞으로 보호지역 선정 시 고려해야 할 보전 우선순위지역을 확인하였다. 보전 우선순위 도출은 보전계획 의사결정 지원 소프트웨어인 MARXAN을 이용하여 기존 보호지역 포함 여부와 개발영향 반영여 부를 기준으로 총 네 가지의 시나리오로 분석하였다. 개발영향은 개발면적 비율, 인구밀도, 도로망 체계, 교통량을 이용하여 도출하였으며, 생물종 보전 대상 지역은 제 3차 전국자연환경조사 자료의 조류, 포유류, 양서파충류의 출현자료를 이용하여 도출한 서식적합지역을 이용하였다. 이 두 가지 요인을 입력 자료로 기계학습 기반 최적화방법론을 이용하여 보전 우선순위 지역을 도출하였다. 연구결과, 멸종위기 생물종을 보전하는데 중요한 역할을 할 것으로 기대되는 지역이 기존 보호지역과 떨어진 지역에서 다수 나타났으며, 개발영향을 고려했을 때는 보전우선순위 지역이 파편화되어 나타남을 알 수 있었다. 개발영 향과 기존보호지역을 모두 고려했을 때에도 기존 보호지역 주변으로 이미 도로개발이 많이 이뤄져 기존 보호지역과는 떨어진 지역에서 우선순위가 높게 나타났다. 따라서 개발영향을 고려하여 멸종위기종 보호하기 위해서는 기존 보호지역 주변 이외의 지역도 검토해볼 필요가 있으며, 파편화되어 나타나는 보전 우선순위지역에 대한 대응방안 모색이 필요함을 알 수 있었다.

도시공원은 시민의 여가 공간으로 시민들이 공원을 방문하는 정도는 공원이 제공하는 사회적 효용을 측정하는 유용한 지표로 활용될 수 있다. 본 연구는 도시공원의 입지적 특성을 바탕으로 시민들이 도시공원을 방문하는 정도를 평가하는 방문 잠재력 지수를 제안한다. 방문 잠재력 지수는 도시공원 입지의 공간적 효율성과 형평성을 동시에 고려하여 공간 접근성과 기회 대체성을 결합하고 있다. 도시공원의 공간 접근성은 공원의 서비스 권역 내에 거주하는 인구 분포로 측정했으며, 도시공원의 기회 대체성은 인접 공원의 이용 가능성으로 측정하였다. 도시공원의 공간 접근성과 기회 대체성은 각각 수요와 공급 정도를 나타내는 개념으로 이를 결합한 방문 잠재력 지수는 공원의 공급 필요성이 큰 입지를 효과적으로 보여줄 수 있다. 사례 분석으로 도시공원 일몰제로 사회적 관심의 대상이 되고 있는 서울시 도시자연공원구역의 방문 잠재력을 실증적으로 평가하였다. 본 연구에 서 제안하는 도시공원 방문 잠재력 지수는 도시공원의 입지적 가치를 다각도에서 포착하고 유연한 평가 방식을 제공함으로써 기존 입지와 신규 후보 입지 모두를 평가하는데 유용하게 쓰일 수 있을 것으로 기대된다

Recently, advanced countries assessment the risk of fire to prevent large-scale damage to high-rise buildings, In addition, performance-Based design, which is a fire risk assessment, is being conducted in Korea to prevent massive damage to high-rise buildings. However, unlike advanced countries, fire risk assessment in Korea is subject to fire risk assessment only for objects subject to consent from fire-fighting facilities such as building permits, When building engineers and fire-fighting engineers assessment the risk of fire, It has always been discussed because the results vary depending on which part of the evaluation is focused between economic feasibility and safety. Therefore, in this study, we would like to propose a fire risk assessment process suitable for domestic conditions by comparing the process of performance-based design, which is a domestic fire risk assessment, and the process of Iso/TC 16732 which is an overseas fire risk assessment.

As a nation experiencing rapid economic growth, South Korea and its government have made a continuous effort toward efficient research investments to achieve transformation of the Korean industry for the fourth industrial revolution. To achieve the maximum effectiveness of the research investments, it is necessary to evaluate its funding’s worth and default risk. Thus, incorporating the concepts of the Black-Scholes-Merton model and the Greeks, this study develops a default-risk evaluation model in the foundation of a system dynamics methodology. By utilizing the proposed model, this study estimates the monetary worth and the default risks of research funding in the public and private sectors of Information and Communication technologies, along with the sensitivity of the R&D economic worth of research funding to changes in a given parameter. This study finds that the public sector has more potential than the private sector in terms of monetary worth and that the default risks of three types of research funding are relatively high. Through a sensitivity analysis, the results indicate that uncertainty in volatility, operation period, and a risk-free interest rate has trivial impacts on the monetary worth of research funding, while volatility has large impacts on the default risk among the uncertain factors.

PURPOSES : In this study, the social cost of on-street parking spaces was estimated by dividing it into private and external costs. METHODS : We established a methodology and conducted a case analysis of Seoul. Private costs were estimated from the guidelines and historical data collected. The opportunity cost of the land was estimated using spatial information. External costs built a macroscopic model (using TransCAD) and estimated travel time, operation, accident, and environmental costs. RESULTS : The social cost per space was estimated at 77 million won. Private costs were analyzed as 133.3 billion won, the opportunity cost of the land was 68,555 billion won, and external costs were 118,25 billion won in 2020. CONCLUSIONS : In this study, a methodology for estimating the social cost of a road parking facility was established and applied to the case of Seoul. Therefore, it is expected to contribute to the objective reviewing of the feasibility of policy evaluation or facility investment related to parking facilities.

Thermal external cracks can be initiated at the parting line, which is the dividing line that splits the core and cavity halves of a molded exhaust manifold-turbine housing. The fatigue cracks are often resulted from hot-cold cycle loads called by thermal shock cycles, and are accompanied by large plastic strains. This paper investigated the effects of parting lines of the integrated exhaust manifold-turbine housing and compared the magnitude of plastic strains directly correlated to low cycle fatigue damages or cracks. The finite element results showed that the plastic strains at runner junctions including parting line was calculated by 0.68%, which is approximately 60% higher than that of the turbine housing considering no parting line. So, if the analysis target is less than 0.50 % of plastic strain amplitude, the fatigue damages or cracks could be expected by considering the parting lines in integrated exhaust manifold-turbocharger.

Most commercial buildings among existing RC buildings in Korea have a multi-story wall-frame structure where RC shear wall is commonly used as its core at stairways or elevators. The members of the existing middle and low-rise wall-frame buildings are likely arranged in ordinary details considering building occupancy, and the importance and difficulty of member design. This is because there are few limitations, considerations, and financial burdens on the code for designing members with ordinary details. Compared with the intermediate or unique details, the ductility and overstrength are insufficient. Furthermore, the behavior of the member can be shear-dominated. Since shear failure in vertical members can cause a collapse of the entire structure, nonlinear characteristics such as shear strength and stiffness deterioration should be adequately reflected in the analysis model. With this background, an 8-story RC wall-frame building was designed as a building frame system with ordinary shear walls, and the effect of reflecting the shear failure mode of columns and walls on the collapse mechanism was investigated. As a result, the shear failure mode effect on the collapse mechanism was evident in walls, not columns. Consequently, it is recommended that the shear behavior characteristics of walls are explicitly considered in the analysis of wall-frame buildings with ordinary details.