This paper proposes the optimal molecular weight for a petroleum-based binder pitch to enhance the density and strength of the prepared graphite block. The effect of the molecular weight on the binder properties, which was quantified using solvent fractionation, was considered based on the evaluation of the coking and viscosity characteristics. The affinity of the pitch to coke influenced the carbonization yield of the block, and the proportion of closed pores was reduced via the use of a highaffinity binder pitch. In addition, the viscosity was found to influence the uniformity of the coke and pitch dispersions, and numerous open pores were formed in the graphite block under high-viscosity conditions. In terms of the molecular weight, a reduction in the content of the insoluble 1-methyl-2-pyrrolidone (NMP) fraction, which was the heaviest fraction present in the pitch, was found to reduce the affinity of the binder to coke while increasing its viscosity. Therefore, the density and strength of the prepared graphite block were reduced upon increasing the insoluble NMP content of the binder pitch. Consequently, it was necessary to control the content of this fraction within < 13.81 wt% to obtain high-density and high-strength graphite blocks.

이 연구의 목적은 8주간의 코어 훈련이 프리스타일 스키 선수들의 배근력, 서전트 점프, Y- 자 검사 및 평형감각 조절 능력에 미치는 영향을 보고자 하였다. 14명의 프리스타일 선수를 무작위로 운동군 7명과 통제군 7명으로 분류하였다. 훈련군은 8주간의 코어 훈련을 하였고, 통제군은 일반적인 훈 련을 하였다. 연구 결과 배근력과 서전트 점프에서 효과를 보였고, 집단 간 유의한 차이는 보이지 않았다. Y-자 검사의 경우 좌측 앞쪽에서 효과를 보였고, 좌·우측 좌측 후방 안쪽에서 집단 간 차이를 보였다. 종합점수의 경우 운동군은 사전의 좌·우 차이 7.5cm, 사후에서 1.66cm로 감소하였으나 통제군은 사전 3.73cm에서 사후 7.01cm로 증가한 것으로 나타났다. 평형감각 조절 능력에서는 조건 2, 5, 6에서 유의한 효과를 보였으나 집단 간의 차이는 없었다. 결론적으로, 8주간의 코어 훈련은 프리스타일 스키 선수들의 자세 조절 능력에서 유익한 효과를 미치는 것으로 나타났다.

In this study, shaking table test has been carried out for the dual frame passive control system for seismic performance verification of the proposed system. The proposed system was separated into two independent frameworks that are strength resistant core and frame structure by connecting to the damper. Moreover, the seismic performance improvement of the proposed system has been verified by comparing and analyzing the experimental results of the proposed system with an existing core system. As a result of the shaking table test, acceleration and displacement responses of dual-frame vibration control system are decreased than those of the existing strength resistant type core system. In the case of the core system, while the damage was concentrated on the column of first floor, the damage of the dual system was dispersed in each layer. The damage also was concentrated on the damper, almost no damage occurs to the structural members. It has been emphasized that installed dampers in the proposed dual system reduce the input energy of whole structure by absorbing seismic input energy, which leads overall system damage to be reduced.

Existing non-destructive test for evaluation of concrete compressive strength may show deviation in results analysis due to deterioration of precision by strength calibration and dry or humid condition by age, so there needs be testing method to determine long term structural internal force by collecting specimen with no damage of structure and measuring compressive strength through destruction test. This research applied to mock-up member the compressive strength evaluation method using joint separation mold that can plan and produce specimen cured in the same composition environment as concrete structure by attaching arbitrary(joint separation) to the form before concrete piling, and as a result, the management specimen was contrary to the hydration temperature of the member or was affected by external atmospheric temperature, however the joint separation specimen connected to structure and managed in the same environment showed a temperature curve similar to the member and decrease in temperature difference. Additionally, from initial age, with the compressive strength of joint separation specimen most similar to core strength，stable compressive strength can be evaluated up to design criteria strength 100MPa, so the method is proposed as an evaluation technique that can confirm highly reliable concrete quality.

The purpose of this study was to suppose basis data the influence of different chair type and pelvic control on quadriceps muscle activity and strength during knee joint extension isometric exercise in hemiplegic patients. This research were investigated in ten healthy adults and tens hemipelgic patients. Surface electromyography (EMG) and Biodex system were used to collect kinematic data and muscle activity, respectively. Independent t-test, paired t-test and one-way repeated ANOVA were used to determine a statistical significance. The results showed as follows: (1) Posterior pelvic angles in healthy group and hemiplegic group were significantly different on isokinetic equipment (p<.05). (2) Different chair type and pelvic control on quadriceps muscle activity and strength were significantly different in hemiplegic patients (p<.05). From the result of this research, posterior pelvic angle control during knee joint extension isometric exercise in hemiplegic patients on isokinetic equipment is necessary to increase quadriceps muscle strength in hemiplegic patients.

Because of building higher story and larger buildings, and because current concrete, a basic construction material, needs higher strength rather than normal strength, the use of high-strength concrete becomes more widely spread. High-strength concrete shows very high temperature increase due to inside heat of hydration different from normal-strength concrete, and because mass concrete under low temperature shows temperature stress due to temperature difference between inner and outer parts, it is known or reported that there is a significant difference between the compressive strength of srtucture and that of specimen for management, and between the compressivestrength of circular specimen made by standard underwater curing and structure concrete Therefore, in this research, an adiabatic curing box was manufactured which can provide hydration heat hysteresis of high strength mass concrete members and similar hydration heat hysteresis, using insulating materials, as a easy and exact method to manage compressive strength of rnass concrete member under low temperature, and the features of concrete member and those of specimen for management were compared.

Concrete is most widely used construction material in the world. Its superior properties make it a suitable material for utilization. Modern age concretes are more durable and have high strengths as compared to old age concretes. However, these high strength concretes presents high shrinkage at early-ages, which is due to low water/binder (w/b) ratios. Keeping in view this problem, this research study is conducted. Mortars were made with cement and silica fume as binders with incorporation of two different size ranges of tea waste particles. Setting time, flow and chemical shrinkage of fresh mortars were investigated. The results showed that the addition of saturated tea waste particles reduced the chemical shrinkage at early ages as compared to the mixes without tea waste particles.

This paper presents the prediction method of concrete strength according to curing methods for the quality control. Database and an artificial neural network were constructed and then the prediction program of concrete strength were developed.

초속경 라텍스개질 콘크리트는 교량바닥판 보수 후 조기교통개방을 가능하도록 하기위해 개발되었다. 본 논문의 목적은 초속경 라텍스개질 콘크리트에 발생하는 망상형, 횡방향 및 종방향 균열에 대한 원인을 분석하여 균열발생을 최소화 할 수 있는 방안을 마련하고, 현장 시험시공을 통하여 균열 억제방안을 검증하는 것이다. 횡방향 균열발생을 최소화하기 위하여 시멘트 성능의 개선과 더불어 단위시멘트량을 390kg/㎥에서 360kg/㎥으로 줄이고 굵은 골재의 최대치수를 13mm에서 19mm로 변경하였다. 시공측면에서 망상형 균열발생을 억제하기 위하여 강섬유와 와이어 메시를 사용하였고, 콘크리트 타설 직후 양생이 이뤄질 수 있도록 하였다. 검증실험 대상교량의 현장 균열조사결과 미세한 크기의 횡방향 균열과 종방향 균열을 제외하면, 3년 동안 구조적 균열이 발생하지 않은 것으로 조사되었다. 따라서 제안된 균열억제 방안이 균열억제에 효과적임을 확인하였다.

고강도 콘크리트(HSC)는 화재 시 폭렬현상과 함께 부재가 취성적인 거동을 하게 되는 단점을 지니고 있다. 폭렬현상은 화재 시 100℃이상에서 부재내부의 수분 증발로 인하여 발생한 수증기가 수밀한 콘크리트에 갇혀 발생한다. 따라서 콘크리트 강도가 증가 할수록 수밀성이 높아져 폭렬의 정도가 심해진다. 콘크리트의 폭렬을 제어할 수 있는 방안으로는 폴리프로필렌 섬유(PP섬유)를 혼입하는 방법이 가장 효율적인 것으로 보고 되었다. 본 연구에서는 콘크리트 강도와 PP섬유 함유량을 변수로 하는 기둥 실험체에 대한 내화실험과 잔존강도실험을 수행하여 폭렬현상을 관찰하고 잔존강도를 측정하였다. 그 결과 콘크리트 강도가 60MPa에서 85MPa로 증가할 때 기둥 실험체의 잔존 축 강도는 10%증가하였다. 또한, PP섬유 함유량이 0%에서 0.2%까지 증가 할수록 잔존 축강도비는 68%에서 85%까지 증가하였으나, PP섬유 함유량이 0.2%이상에서는 잔존강도의 증가가 거의 나타나지 않았다.