• Title/Summary/Keyword: 입체조 프로그램

Search Result 12, Processing Time 0.018 seconds

Objective Effects and Satisfaction of Mouth Gymnastics Program (입체조 프로그램의 객관적 효과와 만족도 조사)

  • Jang, Kyeung-Ae;Hwang, In-Chul
    • The Journal of the Korea Contents Association
    • /
    • v.11 no.10
    • /
    • pp.388-395
    • /
    • 2011
  • This study was performed to grasp the relation between the effect and the satisfaction of a mouth gymnastics program on the promotion of oral function of old persons. The experimental group of 47 old persons conducted a mouth gymnastics exercise two times every week for 12 weeks, while the control group of 39 old persons carrying out physical examinations. The mean salivary secretion in the experimental group was 0.075 ml and more than 0.046 ml in the control group. Maximum mouth opening in the experimental group, 4.12 cm, was higher than 3.92 cm in the control. Oral diadochokinesis in experimental and control group was 1.69 times per second and 1.65, respectively. The result of principal component analysis by Quartimax method with Kaiser normalization showed that program prevalence prediction of mouth-gymnastics exercise was high, and it is estimated that this exercise program would be more popular for health promotion of old persons. From the correlation analysis, mouth gymnastics exercise made salivary flow increase(r=.592), this exercise should be recommended actively for improving mouth health of old persons. Also more modification is required for old persons with difficulty in mouth gymnastics exercise. Some movements of the mouth gymnastics exercise need be modified, and then the exercise should be publicized as one of the ways to improve holistic health of the aged.

The effect of dry mouth improvement by oral exercise program in elderly people (노인 대상 입체조 프로그램의 구강건조증 개선 효과)

  • Jeon, Young-Joo;Choi, Jun-Seon;Han, Su-Jin
    • Journal of Korean society of Dental Hygiene
    • /
    • v.12 no.2
    • /
    • pp.293-305
    • /
    • 2012
  • Objectives : The purpose of this study was to confirm effects of oral exercise program intended to improve the condition of salivary hypofunction and to provide basic data for development of oral health program for the elderly Methods : The subjects were 125 elderly women who resided in Gyeong-In area and were aged 65 years and older. During a 2-month period, an oral exercise was conducted twice a week. A survey was conducted by interviewing the selected elders to determine the state of their subjective dry mouth. Unstimulated whole saliva was measured before and after the oral exercise program. Results : There was a significant improvement in subjective dry mouth symptoms, severity scores of dry mouth after the oral exercise, and there were affected by age and income level. There was a significant increase in unstimulated whole-saliva after the oral exercise program. There was positive interrelationship between dry mouth Symptom improvement level and inconvenience improvement level, and between inconvenience improvement level and the increase of unstimulated whole-saliva. Conclusions : This study showed the effects of the oral exercise program. It is suggested that this oral exercise program has positive effects on the condition of dry mouth. For the explicit improvement effect on the condition of dry mouth, the oral exercise program needs to be carried out in consideration of the elderly's general characteristics.

Unified Section and Shape Discrete Optimum Design of Planar and Spacial Steel Structures Considering Nonlinear Behavior Using Improved Fuzzy-Genetic Algorithms (개선된 퍼지-유전자알고리즘에 의한 비선형거동을 고려한 평면 및 입체 강구조물의 통합 단면, 형상 이산화 최적설계)

  • Park, Choon Wook;Kang, Moon Myung;Yun, Young Mook
    • Journal of Korean Society of Steel Construction
    • /
    • v.17 no.4 s.77
    • /
    • pp.385-394
    • /
    • 2005
  • In this paper, a discrete optimum design program was developed using the refined fuzzy-genetic algorithms based on the genetic algorithms and the fuzzy theory. The optimum design in this study can perform section and shape optimization simultaneously for planar and spatial steel structures. In this paper, the objective function is the weight of steel structures and the constraints are the design limits defined by the design and buckling strengths, displacements, and thicknesses of the member sections. The design variables are the dimensions and coordinates of the steel sections. Design examples are given to show the applicability of the discrete optimum design using the improved fuzzy-genetic algorithms in this study.

The Change of Oral Function Before and After Practicing Program for Oral Function Improving (구강기능향상을 위한 프로그램시행 전·후 구강기능의 변화)

  • Lee, Sun-Mi;Cho, Eun-Pyol;Hwang, Yoon-Sook;Kang, Boo-Wol
    • Journal of dental hygiene science
    • /
    • v.11 no.6
    • /
    • pp.497-503
    • /
    • 2011
  • The purpose of this study was to examine the effect of a program geared toward improving elderly people's oral function. After a program was provided to the selected elderly people free of charge for three months, they were asked to rate their own oral function to see whether they underwent any changes after their participation in the program, and their oral function was tested to obtain objective data. The collected data were analyzed by the statistical package SPSS WIN 18.0. The findings of the study were as follows: As for changes in their self-rated indicators of oral function, they faced less troubles in most of the oral function items after they participated in the program, and there were statistically significant differences in some of the items. As a result of making an objective evaluation of their oral function, they underwent a little change in salivary flow rate from 1.19 to 1.30, though the change was not statistically significant. In terms of opening, they showed a statistically significant rise of scores from 4.22 to 4.53, and they also showed a statistically significant rise of scores in pronunciation from 30.52 to 38.88. Regarding satisfaction with the program, they gave 4.48 to the program, which implied that they were greatly satisfied with the program. The abovementioned findings suggest that oral health experts and program providers should try to encourage elderly people to keep on taking oral health programs with interest. Currently, oral exercise programs are conducted in some public health centers and in the field of clinical dentistry, and it's required to offer more oral exercise programs as community exercise programs for the elderly.

The System Shape and Size Discrete Optimum Design of Space Trusses using Genetic Algorithms (Genetic Algorithms에 의한 입체트러스의 시스템 형상 및 단면 이산화 최적설계)

  • Park, Choon Wook;Kim, Myung Sun;Kang, Moon Myung
    • Journal of Korean Society of Steel Construction
    • /
    • v.13 no.5
    • /
    • pp.577-586
    • /
    • 2001
  • The objective of this study is the development of sizing and system shape discrete optime design algorithm which is based on the genetic algorithms (GAs). The algorithm can perform both size and shape optimum designs of space trusses. The developed algorithm was implemented in a computer program. The algorithm is known to be very efficient for the discrete optimization The genetic process selects the next design points based on the survivability of the current design points The evolutionary process evaluates the survivability of the design points selected from the genetic process in the genetic process of the simple genetic algorithms there are three basic operators : reproduction cross-over and mutation operators. The efficiency and validity of the developed discrete optimum design algorithm was verified by applying the algorithm to optimum design examples.

  • PDF

Evaluation of Lateral Load Resistance Capacity of a High-rise Shear Wall Apartment Based on Elasto-plastic Analaysis (정적 탄소성 해석에 의한 고층 벽식 아파트의 수평내력 검토)

  • 전대한;강호근;조한욱;이정원
    • Journal of the Earthquake Engineering Society of Korea
    • /
    • v.2 no.4
    • /
    • pp.31-40
    • /
    • 1998
  • The purpose of this study is to investigate static elastoplastic behaviour and estimate ultimate resistance capacity of a high-rise apartment shear wall system subjected to a vertical distribution of lateral loading along the height. A typical 25-story two unit plan apartment is selected as a representive model. For the analysis, the pushover analysis is adopted to estimate initial elastic stiffness, post-yielding stiffness and story shear yield resistance level on each story of the structure through three-dimensional nonlinear analysis program-CANNY. In the result of elastoplastic analysis, it is observed that the yield strength of building structures is 1.6 times larger than required lateral design strength.

  • PDF

A Study on Smart Soil Resistance Measuring Device for Safety Characterized Ground Design in Converged Information Technology (ICT 융합 환경에서의 안전 특성화 접지 설계를 위한 스마트 대지 저항 측정 기술에 관한 연구)

  • Kim, Hong-Yong;Shin, Seung-Jung
    • The Journal of the Institute of Internet, Broadcasting and Communication
    • /
    • v.19 no.1
    • /
    • pp.203-209
    • /
    • 2019
  • In this work, a new land-specific resistance measuring device (GM) and a measuring probe (Grounding Rod) are connected to the WENNER quadrant as power-line communication (PLC). In groups of two (P1,P2) probes, five to ten probes are installed in series on the ground at intervals of 1m, 2m, 4m, 8m, and 16m, respectively. If the PLC signal from the GMD is detected by the receiver of the Probe 1 (P1) for measurement, the minute voltage and current for measurement flow from the PSD (power supply) attached to the probe to the ground, and then, through the soil between P1 and P2, enters the Probe 1 (P2). The resistance value is then measured by the principle of voltage drop due to ground resistance. Measure the earth resistance every T seconds up to 1 trillion and store the measured data on the Arduino Server mounted on the main equipment. Stored measurement data can be derived from formulas by Ohm's Law and from inherent resistance (here,). Data obtained in real time will be linked to CDGES programs installed on Main PC, enabling data analysis and real-time monitoring of the ground environment on land. In addition, a three-dimensional display is possible with 3D graph support by identifying seasonal characteristics such as temperature and humidity of land (soils). The limitations of the study will require specific application measures of Test Bed for commercial access to a model that has been developed and operated experimentally.

New Development of Hybrid Concrete Support Structure with Driven Piles for Offshore Wind Turbines (하이브리드 해상풍력 파일 기초 콘크리트 지지구조(MCF) 개발)

  • Kim, Hyun Gi;Kim, Bum Jun;Kim, Ki Du
    • Journal of Korean Society of Steel Construction
    • /
    • v.25 no.3
    • /
    • pp.307-320
    • /
    • 2013
  • This paper proposes a new hybrid support structure by the driven piles which removes disadvantages of the existing type of support structure for offshore wind turbines. The hybrid type of support structure is combined with concrete cone and steel shaft, and is supported not only by gravity type foundations but also by driven piles. For three dimensional analysis of the huge and thick concrete structure, a solid-shell element that is capable of exact modeling and node interpolations of stresses is developed. By applying wave theory of stream function and solid-shell element in XSEA simulation software for fixed offshore wind turbines, a quasi-static analysis and natural frequency analysis of proposed support structure are performed with the environmental condition on Southwest Coast in Korea. In the result, lateral displacement is not exceed allowable displacement and a superiority of dynamic behavior of new hybrid support structure is validated by natural frequency analysis. Consequently, the hybrid support structure presented in this study has a structural stability enough to be applied on real-site condition in Korea. The optimized structures based on the preliminary design concept resulted in an efficient structure, which reasonably reduces fabrication costs.

Basin modelling with a MATLAB-based program, BasinVis 2.0: A case study on the southern Vienna Basin, Austria (MATLAB 기반의 프로그램 BasinVis 2.0을 이용한 분지 모델링: 오스트리아 비엔나 분지의 남부 지역에 대한 사례 연구)

  • Lee, Eun Young;Wagreich, Michael
    • Journal of the Geological Society of Korea
    • /
    • v.54 no.6
    • /
    • pp.615-630
    • /
    • 2018
  • Basin analysis is a research field to understand the formation and evolution of sedimentary basins. This task requires various geoscientific datasets as well as numerical and graphical modelling techniques to synthesize results dimensionally in time and space. For basin analysis and modelling in a comprehensive workflow, BasinVis 1.0 was released as a MATLAB-based program in 2016, and recently the software has been extended to BasinVis 2.0, with new functions and revised user-interface. As a case study, this work analyses the southern Vienna Basin and visualizes the sedimentation setting and subsidence evolution to introduce the basin modelling functions of BasinVis 2.0. This is a preliminary study for a basin-scale modelling of the Vienna Basin, together with our previous studies using BasinVis 1.0. In the study area, during the late Early Miocene, sedimentation and subsidence are significant along strike-slip and en-echelon listric normal faults. From the Middle Miocene onwards, however, subsidence decreases abruptly over the area and this situation continues until the Late Miocene. This is related to the development of the pull-apart system and corresponds to the episodic tectonic subsidence in strike-slip basins. The subsidence of the Middle Miocene is confined mainly to areas along the strike-slip faults, while, from the late Middle Miocene, the depocenter shifts to a depression along the N-S trending listric normal faults. This corresponds to the regional paleostress regime transitioning from NE-SW trending transtension to E-W trending extension. This study applies various functions and techniques to this case study, and the modelled results demonstrate that BasinVis 2.0 is effective and applicable to the basin modelling.

Analysis on the Argumentation Pattern and Level of Students' Mental Models in Modeling-based Learning about Geologic Structures (지질구조에 대한 모델링기반 학습에서 나타나는 논증패턴과 정신모형 수준에 대한 분석)

  • Park, Su-Kyeong
    • Journal of The Korean Association For Science Education
    • /
    • v.35 no.5
    • /
    • pp.919-929
    • /
    • 2015
  • This study aims to develop a modeling-based learning program about geologic structures and to reveal the relationship between the argumentation patterns and levels of students' mental models. Participants included 126 second grade high school students in four sessions of modeling-based learning regarding continental drift, oceanic ridges, transform faults, and characteristics of faults. A modeling-based learning program was implemented in two classes of the experimental group, and teacher-centered traditional classes were carried out for the other students in the comparison group. Science achievement scores and the distribution of students' mental models in experimental and comparison groups were quantitatively compared. The video-taped transcripts of five teams' argumentation were qualitatively analyzed based on the analytic framework developed in the study. The analytic framework for coding students' argumentation in the modeling-based learning was composed of five components of TAP and the corresponding components containing alternative concepts. The results suggest that the frequencies of causal two-dimensional model and cubic model were high in the experimental group, while the frequencies of simple two-dimensional model and simple cross sectional model were high in the comparison group. The higher the frequency of claims, an argumentation pattern was proven successful, and the level of mental model was higher. After the rebuttal was suggested, students observed the model again and claimed again according to new data. Therefore, the model could be confirmed as having a positive impact on students' argumentation process.