This study was shear strength of insulated concrete sandwich panels with tress shear connector. Specimens with results XPSSTG insulation than the EPS insulation was good in the Shear Strength. The maximum displacement is better than the EPS specimens and that of the specimens XPSSTG trends that appear are considered.

Although PSC girder bridges are widely applied to highway bridge, cross beams are considered as secondary member, not primary. Using simplified and/or experimental formula, five equi-spaced cross beams are conventionally designed in the field depending on standard drawings. Since structural damages are found frequently in the connection between girder and cross beam under traffic loads, the number of cross beams are reported to decrease in design of railway bridge like highway bridge. This study presents the possibility or applicability to decrease the number of cross beams of PSC girder railway bridge.

This study conducted a basic experiment to build vibration power generation system that has no limit of location to install, has consistent generation all the time regardless of weather changes, and forecast power supply. The vibration power generation system applies vibration energy occurring from cars driving on the bridge to infrastructure facilities by using Faraday's law and changing into electric energy. As a basic experiment study to build the vibration power generation system infra, this study suggested a non-powered self-generator and analyzed a relationship with electromotive force of vibration energy and the vibration generator through analysis of dynamic characteristics of the vibration generator and the interior experiment in order to lead and verify the formula generating electromotive force.

In order to investigate the confinement effects of internal carbon fiber reinforced polymer(CFRP) jacket, comparative flexural experiments were performed on five rectangular concrete beams reinforced with CFRP longitudinal reinforcements. Experimental results have shown that confining compression side of the CFRP beams could increase ductility of these beams more effectively than the confinement by CFRP stirrups.

세계적으로 수질오염은 빈번히 발생하는 환경재해로 국민들의 안전과 생명을 위협하고 있다. 하지만 현재 환경부에서는 자동측정장치를 이용한 단순모니터링을 실시하고 있다. 그러나 단순모니터링으로는 수질 오염 발생 시 빠른 대처를 할 수 없는 어려움이 있다. 그리하여 본 논문에서는 USN (Ubiquitous Sensor Network)기술을 이용 수중환경상태를 감지하여 실시간 정보를 수집하고 분석하여 위험상황이 확인되는 즉시, 즉각적인 조치가 가능한 지능형 수중환경 관리 시스템 프로그램을 개발 하였다.

This paper describes the structural behavior of insulated concrete wall panels with EPS insulation. That panels reinforced with Fiber Reinforced Polymer (FRP) truss shear connector to achieve composite action of inner and outer concrete wythes. Main test variables are FRP cross section, width and picth. According to the test result, the shear capacity of increased due to reinforced with FRP truss shear connector. And width 12, 18 mm shear connector need more than 30 mm experiments about reclamation deep.

I investigated heat insulation condition and analyzes connection of construction period, heat insulation property for making databases related of heat insulation deterioration and repair reinforcement in existing building

In this study, we proposed a connection system using bolts on concrete barrier applicable to prefabricated bridges. Static tests were performed for evaluating the structural performance of connection system. With variables of connection type, vertical bolts, we made cast-in-place concrete barrier and prefabricated barrier to derive the relative comparison experiments.

This paper describes the structural behavior of insulated concrete wall panels with no-bond stress insulation. That panels reinforced with fiber reinforced polymer (FRP) truss shear connector to achieve composite action of inner and outer concrete wythes. Main test variable is bond stress. According to the test result, the shear capacity of increased due to bond stress and reinforced with FRP truss shear connector.

The characteristics of grounds influences on the safety of stone bridge structure. Therefore, this study performs the modelling and analysis considering the formation of soft ground. Also, this study evaluates the structural performance through the design variables according to the characteristics of soft ground.

The purpose of this study is to propose the decision making code of need for repair and strengthening in concrete bridges. First, to propose the decision making code, the guidelines and codes for a decision making of repair and strengthening and state assesment in United States and Japan were investigated and analyzed. Based on the investigated and analysis data, The decision making code of need for repair and strengthening that is divided into seven kinds of deterioration and damage is proposed. Through the proposed codes, rational and objective decision making of need for repair and strengthening is expected.

To evaluate seismic performance of existing school buildings, This study performed pushover analysis using Midas/Gen Ver.795. The outcome shows that building have insufficient seismic performance and seismic reinforcement is necessary to have enough seismic performance.

The world has recognized the shortage of energy resources. New and renewable energy development is the focus of much research and investment, and the world is trying to reduce carbon emissions. In November 2009, the Korean government announce a greenhouse gas emission reduction target of 30% by 2020. In this study, an underground heat exchanger was installed on the underside of the smart deep tunnel. The heat energy was calculated using the TOE conversion table from the Korea energy management corporation. Moreover, It is proposed to install heat exchanger in smart deep tunnel through reduction of carbon dioxide emissions and analyzing economic effects of carbon dioxide emissions reductions.