• The Journal of the Convergence on Culture Technology
• /
• v.9 no.3
• /
• pp.129-136
• /
• 2023

The study aims to examine the determinants that affect satisfaction, revisit intention, and recommendation intention with foreign tourists who visited Korea despite the threat of COVID-19. This study employs the survey data collected by the Korea Tourism Organization from 8,135 foreign tourists who visited Korea in 2020. As the survey data contains a mixture of continuous and categorical variables, decision tree analysis can ensure analytical validity for the research. According to the analytical results, the determinants affecting satisfaction are the purpose of the visit and acceptance of self-quarantine during their stay. The factors influencing revisit intention are the purpose of the visit, frequency of the visit, and acceptance of self-quarantine during their stay. The determinants affecting recommendation intention are the purpose of the visit, length of stay, and gender. Based on the results of this analysis, this study not only explains the relationship between these determinants and tourism satisfaction, revisit intention, and recommendation intention, but also suggests implications for revitalizing tourism activities.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2023.05a
• /
• pp.260-260
• /
• 2023

일반적으로 수위·유량 거동은 시간에 따른 수위·유량의 변화량으로 분석이 가능하며, 이를 토대로 연간, 특정 기간의 수위·유량을 분석 및 예측하여 수자원을 효율적으로 활용하고, 재해 예방에 활용할 수 있다. 이러한 수위·유량의 거동에는 다양한 요인들이 영향을 미치며, 대부분의 경우 해당 요인들이 복합적으로 산재하여 각 요인의 영향이 중첩되어 수위 거동을 이해하기에 어려움이 존재한다. 그에 따라 본 연구에서는 웅천천 보령시(노천교) 지점을 대상으로 강우, 유출, 유입에 따른 수위·유량의 거동분석을 실시하였다. 보령시(노천교) 지점은 다양한 외부 요인들이 존재하며, 각 요인이 비교적 독립적으로 작용한다는 가정을 하여 지점의 수위·유량의 요인별 거동 양상을 분석하고자 한다. 우선 금강홍수통제소에서 제공되는 보령시(노천교) 10분 수위 자료와 일 강수량을 비교하여 강우에 따른 수위 패턴을 분석하였다. 이후 보령시(노천교) 10분 수위 자료를 한국수자원조사기술원에서 개발한 수위-유량관계곡선식을 이용해 10분 단위 유량으로 환산하고, 이를 한국수자원공사에서 제공하는 보령댐 10분 단위 총방류량 자료 중 하천 방류량(소수력, 관개(몽리), 하천유지, 등)에 해당하는 내용들을 추출해 비교하였다. 그 결과, 하천의 기저유량은 방류량에서 결정되는 것으로 확인되었으며, 강우량에 따른 수위상승은 비교적 직접적인 요인으로 일어났다. 1순위 수위(2.52m)는 강우에 의해 영향을 받고, 2순위 수위(2.24m)는 방류량에 영향을 받은 것으로 분석되었다. 또한 4~5월 기간에는 기저수위 이하로 떨어지는데, 이는 농업용수 취수의 영향으로 기저수위 이하의 수위거동을 보인 것으로 분석되었다 이를 통해 하천수위 거동을 요인별로 분석할 수 있었으며, 향후 물수지적 관점으로의 추가분석이나 강우에 따른 댐 방류량 조절을 수위로 치환해 더욱 세밀하게 조절할 수 있을 것으로 예상된다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2012.05a
• /
• pp.342-342
• /
• 2012

이론적으로 하천의 흐름은 시간과 위치에 따라 수위와 유량의 관계가 일대일로 대응한다는 가정을 두지만, 실제 하천은 여러 가지 통제요인에 의해 다양하게 변화한다. 특히 하천 상 하류 일부구간에서 인공적인 골재채취나 준설작업과 같은 하도공사가 이루어진다면 하천의 흐름은 일시적인 수위변화가 아닌 단면의 변화 나아가 수위에 따른 유량의 증가 및 감소를 일으키게 된다. 또한 모래하상이나 식생의 영향을 받는 하천의 경우에도 빈번한 단면 및 유속의 변화를 볼 수 있다. 본 연구에서는 2007년부터 2011년까지 유량조사사업단에서 측정이 이루어진 4개 수계 577개 지점을 대상지점으로 선정하고, 이들 중 2개년 이상 측정이 이루어져 단면변화 및 지점의 수리특성 여부를 비교할 수 있는 한강 55개, 낙동강 49개, 금강 43개, 영산강 55개 지점의 수위-유량관계 변화여부를 검토하였다. 본 연구는 경년변화 없이 일정한 수위-유량관계를 보이거나 보와 같은 단면 통제에 의해 단순한 기간분리가 발생되는 지점, 4대강 공사가 진행 중인 지점, 미미한 단면변화에 의해 저수위의 수위-유량관계가 변화된 지점들은 분석 대상에서 제외하고, 중수위 이상에서 수위와 유량의 관계가 변화하는 지점들을 찾아 그 원인을 파악하고 사례를 분석하는데 중점을 두었다. 검토 결과 중수위 이상에서 수위-유량관계가 변화되는 요인으로 크게 상류와 하류에서 하천준설을 실시하여 수위에 따른 에너지선의 증가 및 감소를 일으킨 경우와, 제방공사에 의해 고수위가 변화가 발생되었거나 그 해에 배수영향을 받았는지 여부 또는 하도에 자생하는 식생의 영향 그리고 모래 및 자갈하천에서 발생되는 큰 단면변화 등으로 나타났다.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.38 no.1
• /
• pp.19-28
• /
• 2018

The time for form removal is an important factor for ensuring the safety and economical efficiency of concrete structures, because it affects the quality, period, and cost of construction. Although local specifications suggest the form curing time, there is a problem of low quality of concrete due to early removing of form. This is because they do not fully understand effect of curing condition, and they want to shorten construction period in the field. Therefore, this research evaluates the effect of curing condition according to the time for form removal by testing specimen. As a result, the concrete compressive strength at the age of 28 days decreased about 40% in the condition of form removal after 12 hours, while the strength in the condition of form removal after 28 days decreased about 7%. Finally, this paper suggests an estimating equation for the concrete compressive strength due to the time for form removal considering various curing temperatures as equivalent ages. The proposed equation can be used in the field for evaluating the strength after form removal.

• Proceedings of the Korean Institute Of Construction Engineering and Management
• /
• autumn
• /
• pp.379-382
• /
• 2003

Construction concrete needs to maintain suitable environment which contains temperature and humidity etc. Then concrete shows own strength. The environment is not regular and contains many variables. Especially the climate element occupies many parts of variables. We have the climate environment which goes down to $-4^{\circ}C$. The factor that obstruct to construction is the failure at a construction progress. But it must be processed to be scheduled. Therefore we have to do the special care for factor of climate that obstruct to construction. We must make assurance doubly sure at the quality of concrete. We need maintenance of temperature and humidity for the hardening until the requirement period after a concrete pured in. We must do the care of curing sufficiently not to take the influence of injurious activity. This causes strength of concrete. Specific method of curing is according to each situation which is environment element. We wish to analyze curing course in construction of concrete at the paper. Also we wish to predict the problem as to consider curing and suggest the improvement plan through the paper.

• Korean Journal of Environment and Ecology
• /
• v.26 no.5
• /
• pp.654-667
• /
• 2012

To know the effect of construction works at the Busan New Port on the activity of otters, changes in the distribution of spraints were investigated at 5 areas(I-V) composed of 16 locations in 12 islands from 2003 to 2011. There were significant differences among the density of spraints at each area(P=0.0502), at each year(P=0.0040) and at each area during the study period(P=0.0005). The densities of spraints in the areas II (P=0.000) and IV (P=0.012) were significantly different according to whether the construction work was carried out or not at each area. It was found that the density of spraints in each area was affected by the disturbance with construction works or other factors inside and/or outside the area. The average density of spraints of the 5 areas had changed according to the process of the construction works as follows. In 2003-2005 when the construction work was proceeded mainly at the area IV, the average density of spraints of the 5 areas as well as the density in the area II increased annually, whereas the densities in the other 4 areas were low and relatively constant. This fact suggests that otters might have moved into the area II from outside the study area. In 2006-2009 when the construction works were carried out on a larger scale at the areas I, II and III, there was a little decrease in the average density of spraints during the latter two years, suggesting a little decrease in the activity of otters in the study area. As regards the density of spraints at each area, it decreased considerably in the area II, but increased fairly in the areas III and IV. Accordingly it was indicated that otters in the area II where the construction work was carried out since 2006 might have moved into the area IV with no work, and otters inhabiting the Jeodo, Geoje city, where the construction work was carried out at that time, might have moved into the area III with no work at the sea shore. In 2010-2011 when the construction works were conducted at all the areas on a fairly large scale, the average density of spraints of the 5 areas as well as the densities in the areas II, III and IV, decreased considerably compared to the those in the year 2009. This fact clearly indicates that the number of otters decreased owing to the multiple simultaneous works in this period. In conclusion, otters must be affected by the construction works at the study area, and their numbers might be decreased mainly due to the multiple simultaneous works, as well as by the long-term works resulting in the decrease of seashore, marine pollution, and reducing prey available.

• Journal of the Korea Institute of Building Construction
• /
• v.20 no.1
• /
• pp.83-91
• /
• 2020

The recent bridge construction projects is demanded more sophisticated risk management measures and loss forecasts to brace for risk losses from an increase in the trend of bridge construction. This study aims to analyze the risk factors that caused the loss of material in actual bridge construction and to develop a quantified predictive loss model, based on the past record of insurance payment by major domestic insurance companies for bridge construction projects. For the development of quantitative bridge construction loss model, the dependent variable was selected as the loss ratio, i.e., the ratio of insurance payout divided by the total project cost, while the independent variable adopted 1) Technical factors: superstructure type, foundation type, construction method, and bridge length 2) Natural hazards: typhoon and flood 3) Project information: construction period and total project cost. Among the selected independent variables, superstructure type, construction method, and project period were shown to affect the ratio of bridge construction losses. The results of this study can provide government agencies, bridge construction design and construction and insurance companies with the quantitative damage prediction and risk assessment services, using risk indicators and loss prediction functions derived from the findings of this study and can be used as a guideline for future basic bridge risk assessment development research.

• Korean Journal of Construction Engineering and Management
• /
• v.10 no.2
• /
• pp.65-74
• /
• 2009

It is expected that the number of apartment complexes in Korea that are over 20 years old will rapidly increase to more than 3,500,000. Consequently, the remodeling of these buildings is being revitalized throughout the country. Among the requirements for such remodeling, the expansion of parking lots has considerable weight. When enlarging a parking lot, the access route from an underground floor to the main building (i.e., the means of entry into the main building) determines the possibility of vertical enlargement for elevators, the size of the parking lot, the construction period, and construction expenses, etc. When enlarging an underground parking lot of an apartment complex, the access between the main building and the parking lot, as well as the inhabitants' requirements for entering the main building, are generally determined based on the designer's experience, rather than on the exact estimation of the peculiarity of the complex. In order to resolve such a problem, when enlarging an underground parking lot, a systematic and rational method is needed for selecting the means of entry into the main building. In this study, a selection model is derived for the method of selecting an access route into the main building when constructing an underground parking lot, in order to provide a reasonable decision-making process. A research method was investigated for determining the access route into the main building when enlarging a parking lot. On the basis of research carried out through in-depth interviews with experts, the characteristics for each means of entry into the main building were analyzed and the factors affecting the selection of the access route were deduced. The affecting factors selected were construction efficiency, convenience efficiency and economic efficiency. Weight values were then estimated for the selected affecting factors by applying the AHP method. Results showed that convenience efficiency, which gained the highest value, is the most important factor in selecting the means of entry into the main building. The most suitable means of entry into the main building was also suggested after estimating the applicability of the site by selecting complexes with remodeling possibility. This study will be applied as a reference for selecting the means of entry into the main building when constructing an underground parking lot particularly for older apartment complexes.

• Land and Housing Review
• /
• v.14 no.2
• /
• pp.73-82
• /
• 2023

This study empirically analyzes the policy demand for population inflow in Hongcheon-gun, a region that has experienced population decline over the past decade. The results of this study based on the multinominal logit model provide the policy implications as follows. First, due to the differing factors influencing the demand for population inflow policies among the young and the elderly, local governments should clearly define the policy targets for population inflow. Second, in the context of policy demand for population inflow through corporate attraction, we identify statistically significant and positive effects of the length of residence for both young and old people, and the level of formal education for the elderly. These results emphasize the importance of formulating population inflow policies distinctively targeted for the young and the elderly generations, respectively, thereby increasing population inflow in the population reduction area.

• Korean Journal of Construction Engineering and Management
• /
• v.17 no.3
• /
• pp.125-133
• /
• 2016

The Project Risk Management is intended to result in the effective management by identifying in advance and mitigating all significant risks including project risks and opportunities during the entire project life cycle - from project inception to completion of construction. It is impossible to predict an exact budget and construction duration before finishing a project. So, Washington Department of Transportation mandates that workshop-based risk management is conducted for projects over specific cost. However, the domestic construction sites have depended on numerical risk analysis without any workshop and efficient risk management have not made. Therefore, in this study, we propose the effective risk management using the RBES program which is very useful for workshop-based risk management and pre & post mitigation, by workshop-based risk management techniques. This proposed risk management approach is applied to a domestic 'A' river recovery project. It is concluded that we may expect the effect to mitigate the total cost overrun problem and the construction duration delay effect in the project by identifying significant risks and by preparing effective risk mitigation strategies.