To assess the protection performance and the applicability as protective materials of high performance fiber reinforced cementitious composites(HPFRCC), this study performed the impact tests with 40 mm gas-gun propelled projectile crash machine. From this study, it has observed that both high compressive strength of cement matrix and fiber reinforcement are beneficial for the improvement of impact resistance.

Current design codes (AASHTO, Korean Highway Bridge Design Code) do not account for dynamic effects. Since, the dynamic impact analysis is complicate to recommend and analysis. In this study, concrete bridge column were developed with two boundary conditions in order to take account dynamic behavior of the column and in-direct impact analysis was conducted. Furthermore, a comparison study of in-direct impact analysis with direct impact analysis was conducted.

In this paper, the peak impact factor response spectrum is verified through finite element (FE) analysis using a simply supported bridge. The FE model is a slab bridge designed with 4 m width and 8 m length. The FE analysis is applied on the bridge modeled with 2D frame and 3D solid. By considering 5% damping ratio, the peak impact factors of the FE models and the response spectrum are compared. From the results, a very small difference of about 1.5% is found between the FE models and the response spectrum.

In this study, impact performance of steel fiber-reinforced concrete was evaluated using existing impact formulae. The existing formulae were evaluated as to whether they can predict impact performance of steel fiber-reinforced concrete well.

We sought to identify optimal temperatures for aquaculture of juveniles at a length of 7.2 cm ± 0.1 cm. The impact of four temperatures (20℃, 24℃, 28℃, and 32℃) on feeding rate, growth performance, and stress responses (i.e., blood cortisol, glucose, alanine transaminase [ALT], and aspartate transaminase [AST] content) of juvenile red-spotted grouper was measured over a period of 6 wks. Red-spotted grouper had significantly higher final body weight (g) at 24℃ and 28℃ than at 20℃ or 32℃, and greater percentage body weight increase/day at 24℃ than at 28℃. There were significant differences in feeding rate, depending on the number of weeks. The 6-wk feeding rate was highest at 28℃, followed by 32℃, 24℃, and 20℃, while the lowest feed conversion ratio occurred at 24℃, followed by 28℃, 32℃, and 20℃. After 6 wks, there were no significant differences in plasma cortisol or AST levels. However, there were significant increases in plasma glucose and ALT levels at 32℃ compared to at 20℃. Although red-spotted grouper at 32℃ did not show a significant increase in blood cortisol levels, our results suggested that at 32℃ the red-spotted grouper experiences high energy-demand (i.e., high glucose level) and stress (i.e., high ALT), especially in the liver. Based on body weight, % body weight increase/day, feed conversion ratio, and stress indicators, the optimal temperature for aquaculture of red-spotted grouper was ~24℃. Additional studies at temperatures between 24℃ and 28℃ will be required to identify the exact optimal temperature for juvenile red-spotted grouper culture.

Soil is the most important factor in natural environment for bio-diversity. Urbanization and development of city devastate urban soil by the fraternization of green network and run off pollution. In these facts, preservation of soil is the main issue in maintain of quality urban environment. In order to handle this issue, the gold network that link fragment soil patches is considered in maintain quality soil. This study researched the infiltration Treebox design technique based on the Low Impact Development. This technique suggest reduction of impervious area of the soil due to urbanization. The main concept of this study is encourage more permeable surfaces in urban area by using a infiltration planter. The function of the planter is hold run off as much as possible from intensive rainfall, and utilizes it in drought season. Also, this planter provides fertile soil for organism habitat by keeping appropriate moisture supplying.

This study evaluated the effect of water level of water resources on water quality in Ulsan. Two reservoirs, Sayeon Dam and Hoeya Dam, were selected and water quality of chemical oxygen demand (COD), total nitrogen (TN) and total phosphorus (TP) were analyzed from 2012 to 2014. And the characteristics of precipitation were also analyzed for 70 years (1945~2014) because runoff of non-point pollutant was strongly affected by precipitation. As a result, water deterioration of Sayeon Dam and Hoeya Dam were affected in accordance with lowering water level. For example, the concentrations of COD and TN was negatively correlated with the water level when the water level of Sayeon Dam was gradually decreased in 2013. The TN concentration was increased to 1.432 mg/L from 0.875 mg/L while the lowest water level of Sayeon Dam was recorded 45 m in 2014. Additionally the concentration of COD and TN was sensitively increased with 0.213 mg/L/m and 0.058 mg/L/m on account of non-point pollutant runoff. It is indicated that hereafter a control of non-point pollutant runoff is the critical factors to maintain water resources because the contribution of non-point pollutant is expected to increase due to the frequent heavy rain events. Therefore, it is necessary to map out a specific plan for non-point pollutant control based on analyses of runoff characteristics, water pollution sources and reduction plans in water pollutants and to establish a water modelling and database system as a preventive action plan.

콘크리트구조물의 진단에 사용되는 비파괴실험법들은 구조물에 손상을 입히지 않고 구조물의 결함이나 강도를 추정할 수 있다는 장점이 있지만 추정값에 대한 신뢰성이 떨어진다는 문제점이 있다. 본 연구에서는 이러한 문제점을 해결하기 위해 2가지 배합으로 총 180개의 공시체를 제작하였고, P파와 S파에 의한 초음파속도 측정, 종진동과 변형진동에 의한 충격공진법 총 4가지의 비파괴실험을 실시하였다. 그리고 실제압축강도 측정을 통해 비파괴실험 결과값의 신뢰성을 비교 분석하였다. 각 비파괴실험법의 결과값에 대한 통계적 분석결과 변동계수값이 가장 낮은 실험법은 S파에 의한 초음파속도법으로 가장 안정적인 관측이 가능한 것으로 나타났다. 한편, 실제압축강도와의 관계를 통해 압축강도 4개의 압축강도 추정식을 제안하였으며 S파에 의한 초음파속도법의 결정계수값이 가장 높은 것으로 나타났다. 향후 다양한 배합조건에 따른 비파괴실험 신뢰성에 대한 보완 연구가 필요할 것으로 판단된다.

본 연구는 폐경 전 성인여성의 일반적특성, 생활습관, 식습관, 여성건강행태 및 신체조성에 따른 대퇴골전체, 대퇴 골경부 및 요추의 골밀도 차이가 존재 하는지 규명하여 골밀도의 영향요인을 분석하였다. 연구는 제4기(2008년∼ 2009년), 제5기(2010년∼2011년)에 실시한 국민건강영양조사 자료를 활용하여 30세 이상 폐경 전 성인여성 3820명 을 대상으로 실시되었으며 이 결과는 폐경 전 성인여성에서 골밀도 영향요인이 무엇인지 규명하여 치료하는데 필요한 권고사항이나 지침을 마련하고, 젊은 성인여성의 골밀도를 올바르게 평가하여 폐경 후 골다공증 예방을 위한 보건교육 자료의 개발을 위한 기초자료를 제공하고자 한다. 폐경 전 성인여성의 일반적 특성 중 연령은 대퇴골전체에서 40∼44세, 요추에서 35∼39세에 골밀도가 높았다. 교 육수준은 고졸에서 골밀도가 높았고, 여성건강행태 중 초경연령이 낮을수록 골밀도가 높았다. 생활 습관은 흡연경험이 없고 걷는 시간 및 운동 빈도가 규칙적일수록 골밀도가 높았고, 식습관은 햄버거와 피자 섭취를 하지 않을 경우 골밀 도가 높았다. 신체조성 중 비만유병여부는 비만일 때 골밀도가 높았고 저체중일 때 골밀도가 낮았다. 복부비만 및 체중 조절경험이 있는 사람이 골밀도가 높았다. 총체지방률, 총지방량 및 총근육량은 제1사 분위(Q1)에서 제4사 분위(Q4) 로 갈수록 골밀도가 높게 나타났다. 이 연구에서는 비만유병여부, 총지방량 및 근육량이 골밀도 간에는 매우 유의적인 상관관계를 보였으며, 젊은 여성 들은 골밀도를 증가시키기 위해 자신의 체형에 맞는 적정한 체중을 유지해야하며 정상적인 BMI를 유지 할 필요가 있 음을 알았다. 골다공증의 예방을 위해서는 성장기부터 규칙적인 운동과 금연 등의 올바른 생활습관과 젊은 시절부터 적절한 체중조절을 통해 최대 골질량에 도달할 수 있도록 노력해야 할 것이다.

Current design standards (Korea Highway Bridge Design, AASHTO), the dynamic behavior under the impact loading has not been considered, only considered static force for designing bridge column against vehicle collisions. In this study, vehicle collisions to concrete bridge column were developed with various boundary conditions, and a comparison study of direct impact analysis of vehicle to bridge-column with in-direct impact analysis was performed.

Shock wave caused by the high-velocity impact causing the tensile strain and stress on the rear side. When the tensile strain and stress exceeds the tensile strength of the concrete, crack and fracture were occurred. The strain on the rear side was reduced due to Improvement of the tensile strength by fiber reinforcement and increasing the specimen thickness.

In this paper, the effect of selection of response parameters such as deck displacement and supporting moment on impact factor of open spandrel-concrete deck arch bridge is investigated by using a finite element analysis. In the result, under the vehicle loads passing the bridge from left to right direction, the highest value of impact factor develops when the supporting reaction moment at the far end (right end) of arch rib is selected.

In this study, analytical study on the missile impact behavior of the nuclear power plant SC(steel plate concrete) wall was carried out to set up the future direction for the reasonable design method development. Four set of pre-test impact analysis of the SC wall were performed. Finally, analytical results were compared with the actual test results, and the adequacy of the analytical method was verified. Calibrations of the analytical parameter will be performed, and the optimized analytical method is to be developed for the post-test analysis.

This study aims to verify the method of calculating blast load making similar damage from impact loading. In this process, LS-DYNA is used for modeling beam blast test. From the analysis, the max deflection of impact test and blast analysis is similar, so this method is verified.

In this study, experimental study on the missile impact behavior of the nuclear power plant SC(steel plate concrete) wall was carried out to set up the future direction for the reasonable design method development. Four set of actual impact test of the SC wall were conducted at the EMRTC site located in Socorro, New Mexico. Initial and residual velocity of the missile, strain and acceleration of the back plate, local failure mode and deformation size, etc. were measured to study the local failure behaviour of the specimens. Finally, the experimental results are compared with the local failure evaluation formula and future research direction for the refined design method of the SC wall was reviewed.

This paper reports the development of upgraded strain energy frame impact machine (SEFIM) with larger and faster impact capacity. The impact load capacity of SEFIM was improved by applying a 200 tonf hydraulic jack while the impact velocity was significantly increased by reducing the diameter of energy frame and by applying different materials in the energy frame. In addition, the length of transmitter bar was increased to capture pure material response by avoiding the influence of reflected stress wave in the transmitter bar. Experimental test results showed the faster strain rate (186 /sec) than that (10-40 /sec) of previous SEFIM.

The purpose of this study is inspection of concrete using impact resonance method and UPV(Ultrasonic Pulse Velocity) method. The frequency polygon of non-destructive testing result shows that non-destructive testing is closely related to compressive strength of concrete.