Ecotourism has the potential to boost the energy of a village as it pays keen attention to the ecosystem and the residents of the village. It is empowered by participation of and cooperation among stakeholders who are closely involved in ecotourism. However, many of them express difficulty in striking a right balance between development and conservation with regard to promoting ecotourism. Against this backdrop, this research paper investigates the structure of conflict that the stakeholders, especially those in Stork Village in Yesan County, South Chungcheong Province of Korea, experience during the process of establishment of government-led ecotourism. In addition, this study examines the problems of government-led ecotourism model and how they can be addressed. To analyze conflict structure, this paper used Q methods and found out that the budget-related stakeholders are largely divided into four groups as who; a) complain about how business profits are distributed; b) secure profits by expanding programs; c) consider human settlement, and; d) broaden people's participation. The biggest contributor to the conflicts is found that compensation was given discriminately to different jurisdictions. The second finding is that residents became less cooperative when the financial compensation did not live up to their expectation. For instance, they would demand the tourism facility physically expanded, repeatedly complain about the process of the work, and even accuse the government of degrading ecosystem. In other words, unless the compromise is reached with the residents regarding financial compensation, it could be difficult to encourage their participation and develop as a program-oriented tour. Lastly, the tour program needs to induce voluntary participation of the residents and deliver proper information on ecosystem and natural resources so as to last as sustainable ecotourism. The success of ecotourism will be subject to the cooperation of stakeholders in a region, conservation of our fragile ecosystem, and realization of sustainable growth through sharing economic benefits. This study looks into the cause of the conflicts of ecotourism sites and their structure. If this paper can bring about cooperation of stakeholders, the management and operation of ecotourism sites would be more sustainable.

최근에 건설분야 RC구조물의 시공도중 및 완공 이후에 이산화탄소 및 염소이온 등의 외기환경 노출과 콘크리트자체의 열화로 구조물의 사용성 및 구조성능 저하를 초래할 수 있다. 재료 및 시공적 측면에서 콘크리트의 탄산화 및 균열과 철근부식을 억제하고 제어할 수 있는 다양한 기술과 연구결과가 개발되고 소개되고 있다. 본 특집기사에서는 RC구조물을 건설하는데 있어 콘크리트의 내외부적인 요인에 의해 발생될 수 있는 열화와 그에 대한 대책과 관련된 최근기술 및 공법을 소개함으로써 관련기술에 관심을 갖고 있는 실무자나 연구자에게 유용한 자료를 제공하고자 한다. 첫째로, 동절기에 시공되는 옥외노출 콘크리트 수평부재에 동결융해로 인한 사용성 및 내구성 저하의 발생원인과 저감방법을 조사하는 기술을, 두번째로, 해상에 건설되는 콘크리트 토목구조물의 염해로 인한 콘크리트 및 철근의 열화요인과 대책에 대해 케이슨 구조물의 시공사례소개와, 마지막으로, 콘크리트의 수축에 의한 균열문제를 해결하기 위해 개발된 원통거푸집을 이용한 팽창콘크리트의 구속팽창 시험방법에 대한 개요와 활용사례에 대해 소개한다. 향후, 콘크리트 구조물의 열화에 따른 보수 및 보강에 관련된 첨단기술을 다시 소개하는 장을 마련할 수 있었으면 합니다.

대규모 실내 3D 게임 장면에서 차폐 컬링 정보를 미리 계산하는 잠재적 가시 집합(potentially visible set: PVS)은 데이터를 처리하고 저장해야하는 양이 상당히 크지만 많은 부분이 0으로 표현된다. 본 논문에서는 모바일 환경의 3D 게임 장면 트리 구성 중에 PVS 데이터를 ZRLE (zero run length encoding) 방식으로 압축하는 효과적인 하드웨어 압축 구조를 설계한다. 3D 게임 시뮬레이션을 통하여 제안하는 구조의 PVS 데이터 압축 비율, PVS 컬링과 절두체 컬링에 따른 렌더링 속도 (frame per second: FPS)를 분석하였다.

This study aims at classifying and interpreting on the shrine forest vegetation located in Jirisan national park affiliated to an ecotone in southern part of Korea, foreseeing a vegetation change based on composition species and dominant species on canopy, and proposing the direction of vegetation management. The shrine forests were classified into the 7 community units as Chamaecyparis obtusa-Cryptomeria japonica afforestation, Pinus densiflora community, Pinus rigida afforestation, Quercus variabilis-Quercus serrata community, Zelkova serrata-Kerria japonica for. japonica community, Phyllostachys bambusoides forest, Camellia japonica community. This research is also expatiated on the analogous results of ordination analysis with phytosociological analysis. The constituents of deciduous broad-leaved forest in the warm temperate zone were appeared in the most vegetations. It emerged less that the constituents of evergreen broad-leaved forest in the warm-temperate zone and deciduous broad-leaved forest in the cold-temperature zone. The life form analyses were made use with the two ways: appearance species in total communities and each community. The species diversity of shrine forests is declined because the high dominances of Sasa borealis and Pseudosasa japonica emerged in the shrub and herb layers. These shrine forests will be succession to Q. variabilis-Q. serrata community as the representative vegetation of deciduous broad-leaved forest in the warm-temperate zone, owing to the temperature rise by global warming, and an evergreen broad-leaved forest will be able to be also formed if a temperate rise will be continued. The one of the artificial management of shrine forests is to consider the introduction of the constituents of evergreen broad-leaved forest in the warm-temperate zone.

The spatial and temporal changes of the annual mean urban heat island(UHI) intensity were investigated using near surface temperature data measured at 16 automatic weather systems(AWS) in Busan metropolitan area(BMA) during the 11-yr period, from 2000 to 2010. For nighttime, the annual mean UHI intensity at Dongnae(U1) in 2000 was weaker than it in 2010. However the change of the annual mean UHI intensity at Daeyeon(U2) during 11 years was different from it at U1. The annual frequency of the UHI intensity over 5℃ considerably increased at U2 and decreased at U1 during 11 years. The center of the UHI also spatially shifted southward with Daeyeon and Haeundae in BMA. It would be caused by the increase of urban area, population-density and transportation near U2 and by the decrease of them near U1. We found that the spatial and temporal differences of the UHI intensity have coincided with changes of land-use, population density and transportation in BMA.

최근 구조물의 노후화에 따른 급속 교체, 교통 영향 및 환경 영향 최소화의 요구에 따라 프리캐스트 기술을 활용한 모듈러 교량 연구가활발하게 진행중에 있다. 본 연구는 모듈러 교량과 관련된 연구의 일환으로 모듈러 슬래브 교량의 횡방향 연결부를 대상으로 반복하중 재하 실험을 통하여 횡방향 연결부의 반복 하중에 따른 구조적 거동 특성을 파악하고 사용성 평가하였다. 반복하중의 크기를 결정하기 위하여 RC 보를 1개 제작하였으며 반복하중 재하 실험을 위하여 일체형 RC 보 1개와 분절형 실험체 3개를 제작하였다. 실험결과, 분절형 실험체는 하중 반복 횟수가 증가함에 따라 처짐 및 균열폭이 거의 일정하거나 수렴하는 경향을 나타냈으며, 일체형 RC 보와 비교하여 최대처짐, 잔류처짐, 균열폭 모두 작게 나타났다. 또한 사용하중을 반복 재하한 실험체의 경우, 처짐 및 균열에 대한 사용성 기준을 모두 만족하였다.

본 연구에서는 표준실험체 (BSS), 순환굵은골재와 고로슬래그 미분말의 치환과 하이브리드섬유를 보강한 실험체 (BSPRR1, BSPRR2시리즈), 순환굵은골재와 고로슬래그 미분말의 치환과 PVA섬유를 보강한 실험체 (BSPG시리즈)로 총 13개의 실험체를 실물크기의 1/2로 축소 제작하여 실험을 수행하였다. 실험을 통하여 얻어진 결과를 비교⋅분석하여 하중-변위, 파괴형태, 최대내력 등을 규명함으로써 구조성능의 개선정도를 평가하였다. 실험결과 순환굵은골재와 고로슬래그 미분말을 치환한 콘크리트에 하이브리드섬유를 보강한 실험체 (BSPRR1, BSPRR2시리즈)의 경우 표준실험체 (BSS)에 비하여 압축강도는 최대 13%, 최대내력은 4~21%, 연성능력은 각각 4~28% 증가하는 결과를 나타내었다. 그리고 또한, 충분한 연성적인 거동과 안정적인 휨인장 파괴를 나타내었다.

최근 전력 전송을 위해 지하에 건설되는 전력구 구조물이 증가함에 따라, 이러한 구조물의 수명 연장은 매우 중요한 문제로 대두되고 있다. 현재까지의 현장 및 실험결과들은 콘크리트 내부의 철근이 콘크리트 피복의 탄산화 현상에 의해 부식될 수 있음을 보이고 있으며,이러한 탄산화에 의한 철근의 부식은 구조물 주변의 높은 이산화탄소 농도에 의해 빈번히 발생할 가능성을 내포하고 있다. 따라서, 본 연구에서는 실제 전력구 현장에서의 철근 깊이와 탄산화 깊이를 측정한 결과를 바탕으로 우리나라의 전력구 콘크리트 구조물에 대한 탄산화위험도를 평가하였다. 현장 데이터를 기반으로 철근 주변에서의 탄산화에 의한 전력구의 사용수명을 평가하였으며, 이를 위해 확률론적 방법인 몬테카를로 기법을 적용하였다. 또한 균열을 유발한 시험체에 대한 탄산화 촉진 실험을 수행하여, 그 실험결과를 바탕으로 균열을 고려한 경우의 전력구의 사용수명을 수치적으로 평가하고 분석하였다.

This paper proposes an underwater localization algorithm using probabilistic object recognition. It is organized as follows; 1) recognizing artificial objects using imaging sonar, and 2) localizing the recognized objects and the vehicle using EKF(Extended Kalman Filter) based SLAM. For this purpose, we develop artificial landmarks to be recognized even under the unstable sonar images induced by noise. Moreover, a probabilistic recognition framework is proposed. In this way, the distance and bearing of the recognized artificial landmarks are acquired to perform the localization of the underwater vehicle. Using the recognized objects, EKF-based SLAM is carried out and results in a path of the underwater vehicle and the location of landmarks. The proposed localization algorithm is verified by experiments in a basin.

본 연구는 고립파를 이용하여 수중에 설치된 연직구조물에 작용하는 지진해일 파력 측정 수리실험을 수행하였다. 다수의 파압계를 이용하여 구조물에 작용하는 파압분포를 측정하였고 측정된 파압분포를 통해 파력을 산출하였다. 측정된 실험결과를 바탕으로 해안구조물 설계에 사용되는 파압예측 경험식과 비교하였고 구조물 단면현상에 따라 파압분포의 차이를 분석하였다. 또한, 구조물 전 후면에서 파고측정을 통해 입사파와 투과파를 비교하였으며 구조물의 형상이 파고변화에 미치는 영향을 분석하였다.

In this study, the chemical resistance of polyurea resin waterproofing and anti-corrosion materials that is applied to the social infrastructure was analyzed. Mostly, there are three the main materials which is polyurea resin waterproofing and anti-corrosion, polyurea resin waterproofing and anti-corrosion, polyurethan-polyurea waterproofing and anti-corrosion, and polyurethane waterproofing and anti-corrosion were analyzed as the specimen. As a result of chemically resistant characteristic to three kinds of polyure type materials, it’s polyurethane, polyurea-urethane, and polyurea were arranged in the order. This order is generally predictable order that is expected by any user, but it was settled first by the quantitative evidence of chemical evaluation in this time. And, the result in this study will be utilizing as a basic data for establishing the quality standards which are able to judge the chemically resistant characteristic of polyurea resin waterproofing and anti-corrosion materials.

Recently, most underground structures are used parking lot and artificial ground greening is growing on the top of the structures also. Various waterproofing-root resistance materials and methods has been developing to artificial ground greening system based on concrete structures. However, It is hard to confirm proper quality control standard of waterproofing-root resistance materials because of complicated environment and conditions of special site which is artificial ground greening. This study goals to develop a evaluaion techniques to mak sure of the long term stability waterproofing-root resistance material on artificial ground greening system.

The quality of injection sealer for water leakage maintenance be being managed by KS. However, the test result of response to the substrate movement performance have some errors by an experimenter. Therefore, this revision standard of test method is proposed by that the new tester is manufactured for solving this errors in this study.

we set reference temperatures for the 4 seasons of Korea and measured the humidity difference of underground structures according to the seasonal change by conducting a test with specimens that applied the same waterproofing materials and methods with basement structures. The test results show that the humidity difference of the specimens that applied unwaterproofed method and inside waterproofing method became higher according to the time variation regardless of temperature, while that of the specimens that applied outside waterproofing method was none or not significant.