The subway is a common transportation system accessed by over 8 million people on a daily basis in Metropolitan Seoul area. The subway ventilation system located on a street occupies a large area of walkways which cause inconvenience to the public. In this paper, approaches to reduce the ventilation sitting area on the pathway are examined. 5 different preliminary models of ventilation systems are analyzed to minimize the pathway obstacle area such that the public may have an easy access to pass by on the street. The amount of the air ventilation is predicted using the CFD software to ensure an efficient ventilation. The ventilation performance is verified by theory and numerical analysis. The result shows that one of the proposed model combined with the hybrid ventilation satisfies the regulation requirement of the air quantities. We may conclude that the proposed ventilation design provides a smooth walking environment to the public while the ventilation volume is maintained to the existing ventilation system with no modification of the current ventilation holes and structures.

The flexural capacity of beam-column connection using FRP bars as a longitudinal reinforcement was higher than the predictions obtained using the equivalent stress block, whereas its flexural ductility was considerably lower than the companion connections using mild longitudinal bars.

This study examined the safety and reliability of code equations for the bond strength of FRP bars with concrete using test data compiled from the different sources. ACI equations have a better agreement with test results, whereas high overestimation is observed in JSCE equations.

본 연구는 철골모멘트골조를 대상으로 변형률 기반 횡응답 예측 기법 제시한다. 기둥의 변형률 데이터를 이용하여 건물레벨의 횡 응답을 예측한다. 변형률 데이터는 한 개의 기둥 당 총 4개의 변형률 센서가 설치된다고 가정하여 기둥의 양 단부의 변형률 응답 값을 이용한다. 양단부의 변형률 값을 통해 단부의 휨모멘트를 계산하고 이를 처짐각법에 적용하면 건물레벨의 횡응답을 예측할 수 있다. 또한 한 개층에 설치 된 가속도계의 응답을 이용하여 지점에 위치한 회전스프링의 강성값을 예측하였다. 제시한 기법은 5층 1경간 철골모멘트골조 예제에 적용하 여 그것의 신뢰성를 검증하였다. 횡변위 및 횡가속도에 대한 예측 응답이 비교값과 일치하는 결과를 얻었으며, 손상 여부 및 위치를 파악하는 데 효과적임을 확인하였다. 반면 고유주기와 같은 동특성은 구조물의 손상을 파악하는데 한계가 있음을 확인하였다.

The purpose of this study was to evaluate the sulfate attack of ternary blended concrete based on low-heat cement for reducing the heat of hydration. The main parameters were water-to-binder ratio and curing temperature on the matching mixtures. Test results revealed that compressive strength ratio at each age was superior to the developed mixtures than control mixtures. Whereas, the mass change ratio was superior to the control mixture at all ages.

The purpose of this study was to evaluate the shrinkage of ternary blended concrete based on low-heat cement for reducing the heat of hydration. The main parameters were water-to-binder ratio and curing temperature(5, 20, 40℃). Test results showed that the shrinkage significantly was influenced by water-to-binder ratio than binder type. The shrinkage strain of all of the mixtures was increased with increasing the curing temperature.

This study analyzed the temperature rise and thermal cracking in the nuclear containment structures owing to the hydration heat of cementitious materials. The main parameters investigated were the one-layer casting height of concrete to examine the shortening of construction time of the structures. The current mixture proportions of concrete needs to be modified to increase the one-layer height of concrete, minimizing the likelihood of the occurrence of thermal cracks.