• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.17 no.4
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• pp.63-75
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• 2018

A Service Area plays an important role in preventing accidents in advance by creating a space for long distance drivers or drowsy drivers to rest. Therefore, proper positioning of the expressway service area is essential, and it is important to analyze accurate demand forecasting and user travel behavior. Thus, this study analysis travel behavior and developed odel of the probability of using the service area by using the DSRC data collected by the RSE on the highway. According to the analysis, the usage behavior of highway service areas was most frequently when travel time was 90 minutes or more on weekdays and 70 minutes or more on weekends. The utilization rate of the service area estimated from the probability model of use of the rest area in this study was 1 % to 2 % error. The results of this study are meaningful in analyzing the behavior of the use of rest areas using the structured data and can be used as a differentiated strategy for selecting the location of rest areas and enhancing the service level of users.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.26 no.4
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• pp.233-239
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• 2013

Recently, a number of wind turbines are being installed due to the increase of interest in renewable, environment-friendly energy. Especially, an offshore wind turbine is being watched with keen interest in that it has no difficulty in securing a site and can get high quality of wind, as compared with a wind turbine on land. The offshore wind turbine is transferred to and installed on the site by an offshore floating crane after it was made in a factory on land such as shipyard. At this time, it is important to secure the safety of the turbine because of its huge size and expensive cost. Thus, a dynamic analysis of the offshore wind turbine which is connedted with the offshore floating crane was performed based on the multibody systems dynamics in this study. As a result. it is shown that the analysis can be applied to verify the safety of a method for the transportation and installation of the offshore wind turbine suspended by the crane.

• International Journal of Highway Engineering
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• v.7 no.4 s.26
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• pp.41-47
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• 2005

Traffic data such as traffic volume, speed, and vehicle Class are very important basic data for the plan and design of highway. Based on traffic data, the future service level of a specific highway and geometry of newly constructed or expended road is predicted and determined. The Ministry of Construction & Transportation has simultaneously surveyed coverage count and permanent count at highways since 1985. Traffic volume survey sections were determined at jointed nodes of highways and jointed nodes of highways and other roads such as freeway and local highway. Volume survey was performed at these sections. The premise to decide these sections is assumed that links between jointed nodes of main highways exhibit similar traffic characteristics. Recently, due to the change of highway geometries such as construction of detour road and installations of traffic facilities such as installation of media, traffic characteristics of the existing traffic volume survey sections was changed. To reflect these changes, traffic characteristics at homogeneous road sections was widely evaluated and analyzed. Using Genetic Algorithms, a model was developed for the evaluation of traffic characteristics at homogeneous road sections. Traffic volume survey sections were then determined through the application of the developed model for current traffic system.

• Journal of Korean Society of Steel Construction
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• v.24 no.3
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• pp.267-278
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• 2012

In general, the H-shaped steel ribs or triangular lattice girders have been mostly used in constructing tunnels through the NATM construction method. The H-shaped steel rib has higher flexural and axial strength than the triangular lattice girder, but many unexpected gaps can occur in the concrete lining system after shotcreting if the H-shaped steel rib is used as the support system. To achieve better shotcreting quality, the triangular lattice girder was developed. However, in general, the triangle lattice girder has low flexural and axial strength. Likewise, the triangular lattice girder, which has circular sectional members, has so many fractures from welded points at the joints between the members. Finally, the new type of tetragonal lattice girder was developed to overcome those problems. In this study, the structural performance of the tetragonal lattice girders was evaluated through analytical and experimental studies. In the analytical studies, the four-point bending analysis, the traditional evaluation method to determine the flexural strength of the lattice girder, was performed. Moreover, the linear-elastic analysis and stability analysis of the arch structure made by the lattice girders were performed to measure structural performance. Experiments were likewise performed to compare the structural performances of the tetragonal girder with traditional triangular lattice girders.

• Journal of Applied Tourism Food and Beverage Management and Research
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• v.12 no.1
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• pp.79-110
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• 2001

Tourist Destination is based on tourism attractions. Components of Tourism attraction are included tourism resources, entertainment facilities, transportation, accommodation, infrastructure, assistance facilities & service, hospitality, information facilities & service, and retailing & service. Tourism resources of them is the key to determine destination development pattern, because tourism attraction that attract tourists is based on tourism resources. Therefore, there are need to study what is tourism attraction of destination at the view of tourists and what is destination development pattern based on it to develop tourism attraction that is able appeal tourists. The purpose of this study is to examine what effect of tourism attraction affects destination development pattern. This study defined Haeundae, Kwanganri, Songjung, Taejongdae in Pusan, Korea as research areas. Research data were collected from 300 respondents by a simple random sampling method. A final 284 usable questionaries were used for empirical analysis after data purification process. Reliability and validity of the scale on the tourism attraction, destination image, and facility needs have been evaluated using Cronbach $\alpha$, item-total correlations. This study analyzed the factors of the tourism attraction and destination images. The result obtained that tourism attraction is divided relaxation attraction, local activity attraction, culture . nature attraction and touring circuit attraction, and destination image is divided culture . urban attractiveness, touring attractiveness, local . stay attractiveness, convenience of travel and relativeness for destination investigated. ANOVA and regression (stepwise) were used to test hypotheses. Based on the results of hypotheses testing, major findings of the empirical research are as follow : 1. The tourism attraction and destination image are significantly different, but facility needs are not significantly by destinations (e. g. Haeundae, Kwanganri, Songjung, Taejongdae) . 2. Destination development pattern is a(fact by the tourism attraction in partial. In case of Haeundea, relaxation attraction take effect partially spa, history and marine/spa tourism. 3. The destination development pattern is influenced by the destination image in partial. In case of Kwanganri, the natural . activity attractiveness and urban tourism images have been found as influential factors that affect marine tourism. 4. The destination images are influenced the physical attributes in literature review, but the destination image are taken effect partially the tourism attraction in this study. 5. Destination development pattern are influenced by the tourism attraction and the destination image partially. This research has provided a variety of practical suggestions. Especially, it was suggested that the destination have appeal to tourists by strengthening attraction and improving weakness. Also, we need to specialize destination in same destination development pattern.

• The Korean Journal of Air & Space Law and Policy
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• v.8
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• pp.71-84
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• 1996

최근 남북관계는 대북 쌀 지원 문제와 관련한 북한 측의 태도와 이후의 무장공비 남파 등으로 악화되어 있다. 북한 측을 대화창구로 유도하고 남북 경협 등을 통하여 남북한 관계를 개선하려는 우리측의 노력은 이무런 성과를 거두고 있지 못한 것 같다. 남북한 항공판계의 진전도 전반적인 남북관계에서만이 고려가 가능한 실정으로 있다. 최근 언론매체를 통하여 북한당국이 미국 항공사(델타, 노스웨스트)의 평양비행정보구역 통과 우리 영공으로의 비행을 허가하였으며, 이에 대하여 우리측은 우선 남북한 관제당국간 관제협정이 체결되고, 동 항로를 이용한 비행은 우리 항공사를 포함한 모든 항공사에 비차별적으로 적용되어야 하는 것을 전제로 운항을 허가할 수 있음을 밝혔다. 이것은 북한당국이 '95년 12월에 자국영공을 전세계에 개방하겠다고 밝힌 후 진전된 일련의 사태 발전의 일부분이다. 북한은 '95.2월 초 국제영공통과 업무협정에 가입하였다. 외국항공기에 의한 북한의 영공통과비행은 이 협정에 가입하였다고 자동적으로 허가되는 것은 아니며 사안별로 허가되어야 한다는 점에 유의할 필요가 있다. 북한이 이러한 영공개방의사를 밝힌 것은 오랫동안 진행되어 왔던 일본/중국간 직선항로 문제에 있어서, 한국과 중국간의 합의로 서울/북경간에 직선항로를 설정하게 됨으로써 사실상 문제가 해결되었고, 따라서 향후 외국항공사가 한반도의 남쪽만을 통과하여 동경/북경간을 운항하게되는 가능성에 대하여 당혹감을 가지고 있기 때문이라고 보여진다. 한편 일본/중국간 직선항로 설정문제는 이것이 운항시간과 연료를 절약하게 된다는 점에서 IATA, ICAO 등 국제기구에 의하여 1980년대 초반부터 추구되어져 왔다. 그러나 남북간의 대립 등 복잡한 한반도 정세, 남북한을 포함한 일본, 중국 등 이해관계 당사국의 ICAO에 대한 형식적이고 외교적인 태도 등으로 인하여 아무런 해결책없이 십수년이 지나가게 되었다. 심지어 ICAO는 '88년 휴전선을 통과하는 단일항로안까지 제시하였는 바 이것은 한반도 정세에 대한 뚜렷한 이해가 없었던 때문이라고 생각된다. '95.9.17. "남복간 화해, 불가침, 교류 및 협력에 관한 합의서"가 서명되었다. 동 합의서에서는 남북간 군사적 대치 상태가 해소되는 상황에 따라 김포 및 순안비행장간 직항로를 개설한다고 되어있다. 현재까지 항공부문에서는 이렇다할 교류, 협력 실적은 없었으나 향후 남북관계의 진전에 따라 이 부문에서의 협력사업은 많다고 생각된다. 우선 위에서 언급한 남북한 및 각국 항공기가 남북의 비행정보구역을 통과 비행할 수 있도록 관제협정을 체결하고 필요할 경우 기술인력을 훈련하는데 상호 협조할 수 있다. 또한 설악산과 금강산을 연결하는 관광코스를 개발하여 항공기를 운항할 수 있다. 다음 남북의 주요 지점간에 전세기를 운항하고, 수요가 성숙할 경우 주요 도시 (남: 서울, 부산, 대구, 광주, 제주 등, 북: 평양, 신의주, 청진, 원산 등)를 연결하는 정기편을 개설할 수 있을 것이다. 이밖에 항공사간 영업사항에 관한 협력을 기대해 볼 수 있다. 남북간 항공협력은 한반도의 통일을 앞당길 수 있는 좋은 수단으로 작용할 수 있다.

• Journal of the Korea Concrete Institute
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• v.18 no.5 s.95
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• pp.589-594
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• 2006

The recycling of industrial wastes in the concrete manufacturing is of increasing interest worldwide, due to the high environmental impact of the cement and concrete industries and to the rising demand of infrastructures, both in industrialized and developing countries. The production of municipal wastes in the South Korea is estimated at about 49,902 ton per day and only 14.5% of these are incinerated and principally disposed of in landfill. These quantities will increase considerably with the growth of municipal waste production, the progressive closing of landfill, so the disposal of municipal solid waste incinerator(MSWI) ashes has become a continuous and significant issue facing society, both environmentally and economically. MSWI ash is the residue from waste combustion processes at temperature between $850^{\circ}C\;and\;1,000^{\circ}C$. And the main components of MSWI ash are $SiO_2,\;CaO\;and\;Al_2O_3$. The aim of this study is to find a way to useful application of MSWI ash(after treatment) as a structural material and to investigates the hydraulic activity, compressive strength development composition variation of such alkali-activated MSWI ashes concrete. And it was found that early cement hydration, followed by the breakdown and dissolving of the MSWI-ashes, enhanced the formation of calcium silicate hydrates(C-S-H). The XRD and SEM-EDS results indicate that, both the hydration degree and strength development are closely connected with a curing condition and a alkali-activator. Compressive strengths with values in the 40.5 MPa were obtained after curing the activated MSWI ashes with NaOH+water glass at $90^{\circ}C$.

• Journal of the Korea Convergence Society
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• v.6 no.6
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• pp.285-291
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• 2015

FTMS, TCS, ITS equipment such as high-pass highway are just a situation that does not lack traceability and passive surveillance is related to fault DB has so far consisted of an integrated operations management to maximize utilization of the facility. In addition, there is no replacement parts are replaced when a failure occurs, increasing the number of parts and repair time I have trouble growing, and becoming a service interruption whenever you replace each time. In this study, proactively manage the failure history of a highway facility ITS tries to preventive maintenance. Therefore, the error history is based on the reliability of the high-pass facilities theory to calculate the reliability of the system through a systematic statistical analysis Operational Availability. The fault number and the time the replacement period through the estimate decreases and can reduce the budget expenses by securing the spare parts quantity, establish a management plan in part by improving the quality of the system through constant preventive maintenance, quality of service at all times It may direct the non-stop operation state of the available state.

• Journal of the Korean GEO-environmental Society
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• v.16 no.10
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• pp.15-22
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• 2015

In this study, to evaluate the long-term behavior characteristics and the loss of prestress force, the long-term measurement of the tensile anchors in the actual construction was performed and the results were analyzed comparing with the existing estimation. As the reinforcement member used for the purpose of slope stability or uplift-resisting of the permanent structure, etc, the permanent anchor should maintain the functions during the performance period of the structure differently from the temporary anchor. However, as the time passes by, since the relaxation and the creep of the anchor occur constantly, the management for the loss of tensile force is essential to perform the functions stably. So far, the loss of the tensile force has been estimated according to the reduction of the prestress using elasticity theory and using the relaxation value according to the type of tension member and the test using the long-term measurement is limited. Therefore, in this study, the site condition and the ground were investigated for the tensile anchor in the actual construction and the long-term measurement results more than 500 days was analyzed by installing the loadcell, inclinometer and the groundwater level gauge. In addition, the long-term behavior characteristics were evaluated by comparing the disposition of the measured earth retaining wall and the tension force loss of the anchor with the existing interpretation results. In the evaluation results, the most of the tension force loss occurs within 90 days and the loss was measured less than the estimated values.

• Korean Journal of Construction Engineering and Management
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• v.7 no.1 s.29
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• pp.119-127
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• 2006

On December, 1996, the Ministry of Construction and Transportation published Construction Management Service in Construction Industry Basic Act. CM service has been adopted in Korean construction market for ten years by now, however there was no significant change in the construction industry from adoption of CM service. The CM service results aggregated by PCM, from 1997 to 2004, show that CM service adopted projects were 324 in total and the total contract amount was 260million US dollars. These results tell us that adoption of CM service in Korean construction industry is not successful. The research is to survey the factors and the limitations affecting on poor adoption of CM service and to propose the improving strategies on that matter. Therefore, this paper analyzes former papers, laws and regulations on CM and CM service results from PCM as well. From the analysis, we found conflicts in between the laws such as different rules on same matter or missing significant policies in their provisions. Also, problems of industrial organization was found such that the public sector seldom adopts CM service due to their embeded CM function.