In this study, the static and dynamic displacement responses due to vehicle loadings were measured by Video Gauge System(VGS) technique. The displacement response data were compared with data obtained from laser displacement sensors(PSM)&electronic distance measurement device(EDM) so that the static and dynamic behavior of the bridge under vehicle loadings was examined. The static and dynamic loading test for an earth-anchored suspension bridge, Nam-hae Bridge&Gwang-an Bridge, was performed using vehicles. The accuracy of the deflection measurement using the VGS in the load of the actual bridge was verified.

The purpose of this study is to evaluate propriety of impact factor in railway design code about truss bridge with dynamic loading test. This study also analyzes and compares impact factor and railway design code. A impact factor of all members of the truss is lowered by revising railway design code in 2013. The result of this study indicates that a reasonable standard for impact factor is required, because current impact factor which is specified in railway design code could not properly reflect dynamic response of specific type and member.

The Slip form method is a one of typical construction methods of huge and continues concrete structure. The major advantage of slip form method could be summarized on shortening of construction period which dues on non-construction joint and needless of extra concrete curing time during construction. The slip form method has often applied for high concrete pylon construction. The steel which is conventional material for slip form, however, has shown a weakness in corrosion by chlorides, and a safety hazard from assembling and dis-assembling of heavyweight slip form. In this study, the GFRP which has high resistance to corrosion and relatively light weight than steel was applied to complement shortcomings from using conventional material of slip form. And an abrasion resistance test was carried to evaluate reusablility of GFRP form.

This study was conducted to examine for serviceability of GFRP for application of Slip-Form. As a result, Flexure performance of GFRP module is similar to steel material. And accumulated wear volume of GFRP module is 0.02% when sliding distance reaches at 1000m.

To strength deteriorated concrete deck by near surface mounted method, energy dissipation capacity of steel plate metallic damper, which has shape modification in existing slit damper, performance test is conducted with the variables of strut height. For the design of damper, the strength, stiffness degradation and energy dissipation capacity are evaluated by using test results

To apply the NSM technique extensively, reasonable strengthening parameters, like flexural strengthening ratio, need to be evaluated. In this study, Monte Carlo Simulation(MCS) technique was applied to suggest reasonable values of strength ratio and uncertainties in material and geometry. Finally, flexural strengthening ratio for CFRP plate was determined by using the limit state function with the target reliability index.

땅콩 품종에 있어서 종자발아 동안에 단백질의 함량 및 pattern(subunits)의 변화를 조사하였던 바 다음과 같은 결과를 얻었다. 땅콩의 저장단백질 패턴이 다른 남대와 대광의 자엽부에 대한 함수율의 변화는 거의 비슷하였으나 배축부에서는 치상 2일과 3일에 남대가 75.0％, 89.1%였고, 대광이 66.0%, 83.5%로서 남대가 다소 높은 함량을 나타내었다. 가용성 단백질의 함량 변화는 남대와 대광 두 품종 공히 자엽부에서는 2∼3일, 배축부에서는 치상 1∼2일 사이에 현저히 감소되었으며, 치상 5일에 자엽부에서는 28∼29%, 배축부에서는 10%의 함량을 나타내었다. 남대와 대광 두 품종의 arachin의 함량은 자엽부, 배축부에서 모두 남대 품종이 높은 값을 나타내었고, 발아 동안에 생성된 new protein은 자엽부에서 3일, 배축부에서 2일에 최고량을 보였다. arachin type이 상이한 남대와 대광 품종에서 발아동안에 대광의 자엽부에서만 치상 2일경부터 16kD의 band를 나타내었다. 발아가 진행됨에 따라 남대와 대광 품종의 자엽부에서는 66, 43, 40, (35.5)kD의 subunit들이 현저히 감소되어 치상 4일경에 소실되었고, 21.5∼23.0kD의 subunits는 완만한 감소로 유지되었으며, 14∼16kD의 low polypeptides는 점차 승가를 나타내었다. 또한, 배축부에서도 치상 2일 동안에 자엽부와 같은 경향을 나타내었다.