In this study, experimental research was carried out to improve and evaluate the seismic performance of reinforced exterior concrete beam-column joint strengthened with different anchorage length of embedded CFRP Rods in existing reinforced concrete building. Test result shows that retrofitting specimen(RBCJ-SR2T1, SR2T2) designed by the improvement of seismic performance of reinforced concrete beam-column joints, maximum load-carrying capacities were increased 2.24 ~ 2.24 times in comparison with the standard specimen(RBCJC). Also, retrofitting specimens showed stable hysteretic behavior compared to the standard specimen(RBCJC).

In this study it was developed FRP rod embedding FBG sensor, and compared the performance of sensor of the new rods and the existing strain gauge by applying the reinforced concrete beam-column joint in the same location. And it was found that new FRP rod was improved the structural performance and sufficiently sensing accuracy.

본 연구에서는 고경질 도막재로 PET 필름을 접합하는 시공방법에 있어서 PET 필름의 표면처리 조건 및 겹침이음 길이에 따른 접합특성 및 내구특성을 검토하였는데, 그 결과 무처리 보다 코로나 방전 처리에 의해 접촉각, 접합 인장강도, 벗김저항성이 개선되었다. 특히 시험체 E (코로나 방전+프라이머+강접접착제+폴리에스터 부직포)에서 가장 높은 것으로 나타났으며, 특히 겹침 이음길이 15mm 이상일 때 16주간 장기간 열화처리에도 안정적인 접합성능을 확보하는 것으로 나타나 방수재료로서 수밀성을 확보할 것으로 판단된다.

본 연구에서는 기존 철근콘크리트 건물의 보-기둥 접합부의 내진성능의 개선을 위해 보-기둥 접합부 영역을 FRP보강재(매입형 CFRP Rod, CFRP시트)를 사용하여 보강한 후 내진성능을 평가하였다. 총 6개의 실험체를 제작하고 실험을 수행하여 내진성능을 평가하였으며, 본 연구의 실험결과를 근거로 다음과 같은 결론을 얻었다. 기존 철근콘크리트 보-기둥 접합부의 접합부 영역을 보강한 결과, 초기 재하시 접합부 영역의 균열억제 효과와 재하 전 과정을 통하여 보강재의 구속효과로 인하여 균열억제 효과가 커서 안정적인 파괴형태 및 내력향상 효과를 나타내었다. 매입형 CFRP Rod와 CFRP시트를 활용한 RC 외부 보-기둥 접합부 실험체 RBCJ-SRC2는 표준실험체 RBCJ와 비교하여 변위연성4, 7에서 각각 최대 내력은 1.97배, 에너지소산능력은 2.08배 증가하였다. 또한, 실험체 RBCJ-SR시리즈와 비교하여 최대내력이 1.09~1.11배 증가하였다. 그리고 실험체 RBCJ-CS, RBCJ-SR시리즈, RBCJ-SRC2는 변위연성 5, 6에서 표준실험체 RBCJ 보다 에너지소산능력이 1.10~2.30배 증가하였다. 그리고 에너지소산능력은 변위연성 4에서 13.0~14.4% 증가하였다.

This study is to introduce a structural analysis method that can apply a unit modular system to a remodeling extension. The structural analysis process, which can reflect the behaviors between the existing building and the modular system, is performed in a five-staged structural analysis. Therefore, the example of structural analysis of an existing building is introduced.

This study is to establish a structural analysis method that can apply a unit modular system to a remodeling extension. Structural design has to be performed after considering the behaviors between the existing structures and the modular system because the modular system is added after the transformation of existing structures has been processed. The structural analysis process, which can reflect the behaviors between the existing building and the modular system, is introduced in a five-staged structural analysis.

In this study, experimental research was carried out to improve and evaluate the seismic performance of reinforced concrete beam-column joint using Groove and Embedding FRP Rod and CFRP Sheet in existing reinforced concrete building. Test result shows that retrofitting specimen(RBCJ-SR2, SRCB2) designed by the improvement of seismic performance of reinforced concrete beam-column joints load-carrying capacities were increased 1.78 ~ 2.29 times in comparison with the standard specimen.

This paper is a aim to develop a connection modular-to-foundation that can be adapted using steel-frame middle & high-rise of the modular units. Analysis results, embedded column length is somewhat greater stiffness and strength were highly appreciated. Reduced embedded length even if the length of the base is not a problem for ensuring highly fixed.

The SPC wall girder is connected to the vertical walls to enhance performance of wall-wall girder connection. The purpose of this study is to investigate the structural characteristics such as strength, Load-displacement relation of wall-wall girder connection under the cyclic load tests. The fracture pattern of the specimens was steel plate separation from concrete in SPC Wall induction of tensile crack failure of SPC Wall concrete.

The SPC wall girder is connected to the vertical SPC walls to enhance performance of wall-wall girder connection. The fracture pattern of the SPC wall-wall girder connection was steel plate separation from concrete in SPC Wall. The purpose of this study is to theoretical analysis on fracture behavior of the SPC wall-wall girder connection under the monotonic load test inducing positive moment at connection. The Plastic hinge theory on steel plate of SPC wall girder is proposed to explain steel plate separation fracture pattern.

In this study, rational prediction models for the effective compressive strengths of HSC corner and interior columns with intervening NSC slabs are developed. A structural analogy between HSC column-NSC slab joint and brick masonry is used to develop the prediction models. In addition, the aspect ratio of slab thickness to column dimension and the surrounding slab confinement effect are considered in the models. The proposed prediction model is verified by comparison with experimental results and various prediction expressions. As a result, with average test-to-predicted ratios of 1.00 for HSC corner columns and 1.09 for interior columns, the proposed equation provides superior predictions over all of the existing effective strength prediction approaches including KCI structural concrete design code(2012).

In this paper, the effects of beam splice location on seismic performance of column-tree connections were experimentally and analytically evaluated. The study results showed very little difference between the results of analytical and those of experimental.

In this paper, the seismic performance of column-tree connections was experimentally evaluated, depending on location of plastic hinge. As a result, although two specimens were qualified for SMFs, beam-to-column connection and flange plate were detected the brittle fracture during 5% story drift ratio.

In this paper, in order to evaluate the seismic performance on semi-rigid column-tree type connections, the experimental results and the finite element analysis results were compared. As a results, both results were considerably similar.

The dissipation capacity of wall to foundation connection for tilt-up conrete wall is investigated in this study. To evaluate the effects of addition steel bar, specimen was made and tested under cycle loading. Test results showed that connection details had the energy dissipation capacity at the using vertical reinforcement steel bar.

In this study, strain distribution of the beam end and the end of horizontal stiffener of high-strength steel beam-to-column connections was analyzed by finite element methods. According to the FEM results, applied stiffener method showed that it is available to relieve the strain of maximum stress point of beam member

This paper indicates seismic performance of wing walls using Engineered Cement Composite (ECC). The variable of specimens is 2 side connect and 3 side connect in RC frame. The specimens is tested cyclic lateral loads by actuator. The test results show that seismic performance of 2 side connected wing walls improved.

This paper deals with steel braced frame as increasing the lateral strength and ductility in order to seismic retrofit of existing buildings. However, There is a problem in utilizing this method. It is the approach to provide an adequate connection between the existing RC frame and the installed steel braced frame. So, the designer must be confirmed if it satisfies the required performance or not.

최근 도심지에서 이루어지는 건축공사의 대부분은 재개발 및 재건축으로 인한 중.소규모 형태의 건축공사이다. 또한, 한정된 토지의 효율적인 이용을 위하여, 지하층 공사가 고심도화 되고 있다. 이러한 이유로 도심지 공사에서는 역타공법을 많이 적용하고 있으며, 이에 대한 많은 기술 개발이 진행되고 있다. 본 연구에서는 CFT 강관기둥을 이용한 철골조 역타공법 개발을 위하여 Y형 플레이트를 이용한 지하층 CFT기둥과 H형강보의 접합상세를 제안하였으며, 이에 대한 구조성능 평가를 수행하였다. Y형 플레이트를 이용한 접합상세의 효율적인 구조설계를 위하여, 구조성능에 영향을 줄 수 있는 다양한 형태의 영향 변수를 설정하고, 각각의 변수들에 대한 영향력 평가를 위하여 유한요소해석을 수행하였다. 도출된 결과를 바탕으로 효율적인 Y형 플레이트 접합 상세를 제시하였다. 또한, 각 변수들의 영향력을 검증하기 위하여, 실물 크기로 접합부 실험체를 제작하여 각 변수들에 대한 제안된 접합상세의 내력 및 변형 능력을 평가하였다. 성능평가 결과, Y형 플레이트를 이용한 CFT기둥과 H형강보의 접합상세의 구조성능은 우수한 것으로 나타났으며, 역타공법을 적용하는 도심지 건축공사에 유용하게 사용될 수 있을 것으로 기대된다.

In this study, experimental research was carried out to evaluate the structural performance of high strength R/C interior beam-column joints regions, with or without the shear reinforcement. Specimens designed by the interior beam-column joint regions without the shear reinforcement of existing reinforced concrete building showed a unstable mode of failure and an decrease in load-carrying capacity and energy dissipation capacity and ductility ratio.