• 한국학교ㆍ지역보건교육학회지
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• 제1권1호
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• pp.1-9
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• 2000

The purpose of this study were to assess the effect on health promotion behavior of health instruction in elementary school and to provide a basis of school health education. Subjects of this study were random sampled 80 students for control group in elementary 6th grade students. the treatment group systematically studied five sphere instruction: individual hygiene, disease prevention, first-aid & safety, oral health, health & nutrition in two hours a week, from April 20, till July 10. Each group was pre-tested and post-tested by health behavior promotion questionnaire. The conclusions as follows; 1. Compare analysis of control group and treatment group in the pre-test according to health condition of children were no significant difference physical health condition, health anxiety, disease-absent(P>.05). 2. Health promotion behaviors in the post-test according to concern quotient significantly correlated with individual hygiene(r=.249, P<.05), disease prevention(r=.477, P<.01), oral health(r=.228, P<.05), health & nutrition(r=.323, P<.01) in the treatment group, on the contrary the disease prevention, first-aid & safety, oral health, health & nutrition(P>.05). 3. The difference of health promotion behavior within & between group were as follow; 1) The difference of individual health hygiene with in the treatment group was significant in pre-post test, the comparison of the two groups was significant difference in post-test(treatment group: $3.965{\pm}.568$, control group: $3.645{\pm}.573$). 2) The difference of disease prevention with in the treatment group was significant in pre-post test, the comparison of the two groups was significant difference in post-test(t group : $3.475{\pm}.619$, c group: $3.964{\pm}.600$). 3) The difference of first-aid & safety with in the treatment group was significant in pre-post test, the comparison of the two groups was significant difference in post-test(t group : $3.700{\pm}.466$, c group: $4.140{\pm}.545$). 4) The difference of oral health with in the treatment group was significant in pre-post test, the comparison of the two groups was significant difference in post-test(t group: $3.163{\pm}.665$, c group: $3.753{\pm}.544$). 5) The difference of health & nutrition with in the treatment group was significant in pre-post test, the comparison of the two groups was significant difference in post-test(t group : $3.255{\pm}.515$, c group: $3.698{\pm}.558$).

• 한국농촌간호학회지
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• 제18권2호
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• pp.106-112
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• 2023

Purpose: This study developed a shelter for dementia programs based on primary health care posts; and examined its effectiveness in rural older adults. Methods: This study used a case report provided by a primary healthcare post in Jeonnam, Korea, in 2023. A single group pre-test post-test design was used; for three months, and 10 older adults participated in the shelter for dementia programs based on the primary health care post. The effectiveness of the intervention was measured immediately after entering the shelter for dementia programs. Results: There were significant differences between the pre-test and post-test on the cognitive impairment screening test (p=.005). Conclusion: The shelter for dementia programs based on primary health care posts was effective in improving cognitive impairments of rural older adults.

• 대한정형도수물리치료학회지
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• 제6권1호
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• pp.15-26
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• 2000

Purpose : This study was done to examine the actual effect of the scapular position in these flexibility tests. The purpose of this study was to examine the differences between the measurement of SRT(Sit-and-Reach Test) without intentional abduction of the scapular (pre-test) and with intentional abduction of the scapular (post-test). The hypothesis is: 1. There is no differences in the SRT result of the pre-test and the post-test. 2. There is no differences in the HJA(Hip Joint Angle) result of the pre-test and the post-test. 3. There is no differences in the Spine Motion Test(SMT) result of the pre-test and the post-test. Method : The total 60 people (30 men, 30 women) were participated in this study. In the pre-test, the subjects were asked to sit on the examination table and try the SRT motion; and then the HJA, SRT and the SMT numerical values were taken. In the post-test. the subjects were instructed to intentionally bring the scapula outward from the midline; and the HJA, SRT and the SMT numerical values were taken. Result : In the pre-test. the SRT result averaged 34.17cm. and in the post-test. the SRT result averaged 36.68cm. The difference was about 2.81cm which showed a significant mean statistically (p<0.01). The measurement increased by 8.22%. The HJA was $85.9^{\circ}$ in pre-test, and it was $85.5^{\circ}$ in post-test. giving the $0.4^{\circ}$ differences. Therefore, it didn't have a statistical mean (p>0.05). The SMT value was 69.56cm in the pre-test. and it was 69.28cm in the post-test, about 0.28cm decreased. Therefore, it didn't have a statistical mean (p>0.05). SRT values and HJA values were correlated (p<0.01). SMT values and SRT values (p<0.01), and SMT values and HJA values(p<0.05) were each in counter correlation. Conclusion : The result of the SRT without intentional scapular abduction (34.17cm) and with intentional scapular abduction (36.68cm) showed a significant increase about 8.22% (p<0.01). In SRT, the effect of the intentional scapular abduction on SMT showed no significant means, the pretest value being 69.56cm and the post-test value being 69.28cm (p>0.05).

• 한국철도학회논문집
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• 제9권2호
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• pp.160-168
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• 2006

The major objective of this study is to investigate the effects and application of external post-tensioning method far steel plate girder bridge. It analyzed the mechanical behaviors of steel plate girder bridge with applying external post-tensioning on the finite element analysis, field test and laboratory test fur the lateral dynamic characteristics. As a result, the reinforcement of steel plate girder bridge the external post-tensioning method are obviously effective for the lateral dynamic response which is non-reinforced. The analytical and experimental study are carried out to investigate the post-tension force decrease lateral acceleration and deflection on steel plate girder bridge for serviceability. And the external post-tensioning method reduce dynamic maximum displacement(about $10{\sim}24%$), the increase of dynamic safety is predicted by adopting external post-tensioning method. From the dynamic test results of the servicing steel plate girder bridge, it is investigated that the change degree of natural frequency is very low with applying the external post-tensioning method The servicing steel plate girder bridge with external post-tensioning has need of the reasonable reinforcement measures which could be reducing the effect of lateral dynamic behavior that degradation phenomenon of structure by an unusual response characteristic and a drop durability.

• 전자공학회논문지
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• 제50권1호
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• pp.131-136
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• 2013

칩 적층기술의 발달로 TSV(Through Silicon Via) 기반 3D IC가 개발되었다. 3D IC의 높은 신뢰성과 수율을 얻기 위해서는 pre-bond 와 post-bond 수준에서 다양한 TSV 테스트가 필수적이다. 본 논문에서는 pre-bond 다이의 TSV 연결부에서 발생하는 미세한 고장과 post-bond 적층된 3D IC의 TSV 연결선에서 발생하는 다양한 고장을 테스트할 수 있는 설계기술을 소개한다. IEEE 1500 표준 기반의 래퍼셀을 보완하여 TSV 기반 3D IC pre-bond 및 post-bond의 at speed test를 통하여 known-good-die와 무결점의 3D IC를 제작하고자 한다.

• Geomechanics and Engineering
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• 제19권2호
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• pp.115-126
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• 2019

The long-term settlement characteristics for the cast-in-place bored pile in the deep-thick soft soil are investigated by post-grouting field tests. Six cast-in-place bored engineering piles and three cast-in-place bored test piles are installed to study the long-term settlement characteristics. Three post-grouting methods (i.e., post-tip-grouting, post-side-grouting, and tip and side post-grouting) are designed and carried out by field tests. Results of the local test show that decreased settlements for the post-side-grouted pile, the post-tip-grouted pile and the tip and side post-grouted pile are 22.2%~25.8%, 30.10%~35.98% and 32.40%~35.50%, respectively, compared with non-grouted piles. The side friction resistance for non-grouted piles, post-side-grouted pile, post-tip-grouted pile and the tip and side post-grouted pile undertakes 89.6~91.3%, 94.6%, 92.4%~93.0%, 95.7% of the total loading, respectively. At last, the parameters back analysis method and numerical calculation are adopted to predict the long-term settlement characteristics of the cast-in-place bored pile in the deep-thick soft soil. Determined Bulk modulus (K) and a creep parameter (Ks) are used for the back analysis of the long-term settlement of the post-grouted pile. The settlement difference between the back analysis and the measurement data is about 1.11%-7.41%. Long-term settlement of the post-grouted piles are predicted by the back analysis method, and the predicted results show that the settlement of the post-grouted pile are less than 6 mm and will be stable in 30 days.

• The Journal of Korean Physical Therapy
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• 제19권5호
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• pp.77-85
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• 2007

Purpose: This study was to investigated the effect of physical function and quality of life through physical therapy and occupational therapy by Bobath approach to patient with ALS. Methods: The data of 1 patient with ALS, who visited D hospital in Busan, was collected from June 5, 2006 to August 19, 2007. To determine the physical function and quality of life, Berg Balance Scale (BBS), Gait, Skate. Purdue Pegboard, WHOQOL-BREF, COPM were used. Results: BBS score was increased 0 to 33 in the pre and post test. Gait distance was increased 0m to 500m in pre and post test. Skate score was increased 13 to 22 in the pre and post test, Purdue Pegboard score was increased 0 to 3 in the pre and post test, WHOQOL-BREF was increased 1.92 to 2.46 in the pre and post test. Average COPM score of performance and satisfaction grade of pre test score was 1 then Post test score of performance score increased to 5.7 and satisfaction increased to 4. Conclusion: Physical therapy and Occupational therapy increase physical function and quality of life in ALS patients. Physical therapy and occupational therapy should study more about patients with ALS.

• 한국도로학회논문집
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• 제11권1호
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• pp.233-245
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• 2009

연성방호책 지주(post)의 설계 지반물성치를 파악하고 이를 이용한 해석방법을 수립하기 위한 방법으로서 공내재하시험(PMT)의 사용가능성을 검토하였다. 공내재하시험 결과를 이용하여 지주의 휨모멘트 및 하중-변위관계를 예측할 수 있는 해석방법의 수립가능성을 검토하였다. 모형지반과 모형지주를 이용한 정재하시험을 실시하여 하중-변위의 발생패턴과 크기를 분석하였으며 이를 공내재하시험 해석방법으로부터 구한 결과값과 비교하여 공내재하시험 해석방법의 타당성을 검토하였다. 또한 모형차(bogie)를 이용하여 모형 지주에 대한 충격시험을 실시하여 지주주변지반의 파괴형태를 파악하였으며 측정된 최대감가속도로부터 정적지지력 대비 동적지지력의 발생크기를 분석하였다. 이와 같은 시험 및 해석결과로부터 공내재하시험이 방호책 지주와 도로지반 사이의 역학적 상호연관성을 분석하기 위한 합리적인 시험방법이 될 수 있음을 확인하였다.

• 한국농촌간호학회지
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• 제14권2호
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• pp.30-37
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• 2019

Purpose: This study was done to develop a comprehensive health promotion program based on the primary health care post, and then to examine the effectiveness of the program for rural elders. Methods: A single group pre-test post-test design was used, for 3 months and the 51 participants received the comprehensive health promotion program based on the primary health care post. Effectiveness of the intervention was measured immediately after the comprehensive health promotion program. Results: There were significant differences between pre-test and post-test on cognitive function (p=.001), depression (p=.001), systolic blood pressure (p=.001), blood sugar (p=.013), and cholesterol (p=.018). Conclusion: The comprehensive health promotion program based on the primary health care post was found to be effective for rural elders by improving cognitive function and physiological indicators and decreasing their depression.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.41-48
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• 2005

A small scale impact apparatus, pressuremter and soil chamber were used to investigate horizontal behavior and bearing capacity of the steel guardrail post installed in compacted soil. A useful test and data reduction method for pressuremter was developed to evaluate soil parameters of surrounding soil and stability of the post. From the analyses of the PMT, horizontal bearing capacity of the post impacted by a boggie was 12.7% bigger than that of the post with static loading. The increased horizontal bearing capacity is due to generated inertia force that is dependent on the shape of failed soil wedge around the post. P-y curves were obtained from the pressuremeter test and were applied to a finite difference program which predicted a load-deflection and a bending moment contours along the post.