강-콘크리트 합성구조의 성능을 확보하기 위해서는 전단연결재가 설치된 전단연결부에 대한 전단강도 분석이 필수적이다. 전단연결부의 전단거동을 효율적으로 예측하기 위하여, 전단연결부의 push-out test에 대한 유한요소해석을 수행하였다. 유한요소해석에는 범용 프로그램인 ABAQUS가 사용되었으며, 대상 실험체는 Y형 전단연결재가 적용된 강-콘크리트 전단연 결부이다. 유한요소해석에서는 대상 실험체를 구성하는 재료들의 비선형성을 고려하였고, 비선형해석의 수렴문제를 해결하기 위하여 준정적해석을 사용하였다. 본 연구에서 수행된 유한요소해석 결과를 바탕으로 하중-변위곡선과 전단강도를 기존 실험결과와 비교한 결과, 준정적해석을 이용한 유한요소모델은 기존 실험결과를 잘 반영하는 것을 확인하였다.

Based on the study of considering thickness and diameter of the panel it was found that bigger the diameter of panel more efficient for support the water pressure and less displacement. It was found that rise depth had little influence for stress and displacement at small embossed panel. Also the biggest stress occured along the side of the embossed panel.

The water tanks are widely used for the safe storage of potable water, which are installed on either the basement or the top floor inside of the buildings. Therefore, the water tank systems assembled with many unit panels are generally adopted and the rectangular plan water tanks are most popular. To resist the water pressure acting on the side walls of tanks the internally reinforced system using metal tie-bars has been most commonly used. However, many problems related to the lattice internal reinforcement system require the development of the externally reinforced water tank, which does not have any latticed tie bars inside the tank. In this study two different systems have been developed using the external steel frames with either the SMC water tank panels or the PosMAC(coated steel) water tank panels. The experimental tests have been performed under the static hydraulic loadings as well as the seismic loadings through the shaking table test.