본 연구는 최근 세계적으로 이상기후에 의하여 빈번히 발생하는 지진재해에 의한 주요시설물 피해저감 및 신속복구에 대한 복합재료 적용에 관한 연구이다. 최근에 발생된 지진의 경우, 1차 지진에 의한 시설물 피해가 발생하고 이후 강력한 규모의 2차, 3차 여진이 지속적으로 발생하고 있다. 이에 대응하기 위하여 국외에서는 병원, 방송국 등과 같은 주요시설물의 초기 지진피해에 의한 피해와 손상을 신속히 응급복구하고 향후 2차 여진 및 관련 시설물에 대한 항구적인 보강대책을 제공할 수 있는 내진안전성 개선연구가 활발히 진행되고 있다. 본 논문에서 제시한 긴급복구용 파형강판-GFRP 내력패널의 경우, 강재료인 파형강판을 사이에 두고 외부를 GFRP 로 하여 GFRP-파형강판을 결합한 구조의 내력패널을 제작하여 기존 콘크리트 또는 강 프레임 구조물 내 지진에 의한 벽체손상 피해 발생 시 이들 손상된 벽체(조적조 또는 콘크리트 벽체)를 제거한 후 사전제작된 GFRP 내력벽 체를 적용, 대체 횡적 보강구조체로 시공하여 향후 피해저감 및 응급복구용으로 그 효율성을 극대화 및 내진 피해를 예방하고자 한다.

Asphalt material is visco-elastic material, which is sensitive to temperature and such phenomenon can result in affect to super-structure of concrete trackbed systems under various temperature loads. Consequently, the key objective of this research is to evaluate the performance related to stress changes of wide sleepers on asphalt-concrete trackbed systems corresponding to temperature changes. The range of temperature to represent the season is 60℃∼-10℃ and the numerical analysis was conducted in ABAQUS

In this study, the tensile properties of FRP in the oceanic environment were compared. The tensile properties at room temperature and sea water temperature were compared and the tensile properties according to the the salt stress permeation duration are compared. It is appeared that the difference in the tensile properties of composite materials due to the temperature difference very little, and it is appeared that the tensile difference due to salt stress permeation by the types of glass fiber has a difference.

As the interest in leisure sports is recently increasing domestically and internationally, the number of descending experience in the air facilities is increasing. Study on the cable and wire installed on a bridge has been actively preceded from the past to the present, but for descending experience in the air facilities for leisure sports, an accident occurs frequently and examination the structural safety of these facilities is still insufficient. Therefore, structural safety by dynamic impact is evaluated through 3-dimensional infinite element modeling and analysis of the steel cable for leisure sports previously installed. It is judged that more systematical safety than before could be secured based on this.

Concrete has been widely used due to its high performance per price ratio. However, its durability is highly depended on the temperature, so it requires reinforcement on concrete structures. In this study, a long-term behavior analysis was conducted on a concrete strengthened by FRP tested on the freeze-thawing time increases, freeze-thaw evaluation. The result from this study revealed that as the frequency of freeze-thaw cycle increases, the flexural strength decreases, and the reinforcement effect, in turn, decreased. On the other hand, as the frequency increases, detachment at the binding site occurred due to the decreased durability of concrete