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        검색결과 7

        1.
        2017.02 KCI 등재 구독 인증기관 무료, 개인회원 유료
        This study examined the socioeconomic factors that affect self-rated health (SRH) in healthy adults, and the relationship of SRH to health-related habits, serum biochemical indices, and nutritional intakes. Subjects consisted of 1,154 healthy adults without any known disease, aged 19 to 65 years (average age of 36.7), whose information was obtained from the 2013 Korean National Health and Nutritional Examination Survey data. Of these subjects, 73 rated themselves as ‘very healthy,’ 460 indicated that they were ‘healthy,’ 568 self-identified as ‘ordinary’, and 53 put themselves in the ‘unhealthy’ category. The proportion of subjects who chose ‘unhealthy’ was significantly increased with higher frequencies of disruptions in their daily lives (p<0.05), regret after drinking (p<0.05), smoking (p<0.001), and higher levels of stress (p<0.001). On the other hand, the proportion of subjects reported as ‘very healthy’ was significantly higher with regular intense (p<0.001) or moderate physical activities (p<0.05), regular walking (p<0.05), a perception of being ‘normal’ in their body image (p<0.01), a decrease of body weight more than 3 kg in the past year (p<0.05), and without risk factors for metabolic syndrome (p<0.05). Serum triglyceride level was lower, and 25-(OH) vitamin D content was significantly higher, in the ‘very healthy’ group as compared to the ‘unhealthy’ group (p<0.05). Dietary fiber and vitamin C intakes were significantly higher in the ‘very healthy’ group than ‘unhealthy’ group (p<0.05). The overall results suggest that a healthy lifestyle, including regular exercise, non-smoking, good stress management, and higher intakes of fiber and vitamin C, may be potential factors that affect one’s positive perception of health.
        4,500원
        2.
        2005.12 KCI 등재 구독 인증기관 무료, 개인회원 유료
        본 연구에서는 지진하중을 받는 탄성구조물을 대상으로 층전단력 분포에 기초한 마찰감쇠기의 설계방법을 제시하였다. 먼저 마찰감쇠기의 슬립하중(slip-load)을 정규화하는 방법 별로 단자유도 시스템의 수치해석을 수행하고 비교하였다. 이를 통해 슬립하중과 가새 강성의 영향을 파악하였으며, 설치용 가새와 원구조물의 최적강성비를 찾았다. 다음으로는 다양한 고유주기와 층수를 갖는 구조물을 대상으로 수치해석을 통해 마찰감쇠기의 설치 층수와 위치의 결정방법 및 슬립하중의 분배 방법을 도출하였다. 이 과정에서 설치 층수가 포함된 성능지수를 사용하여 슬립하중의 총합으로부터 최적의 설치 층수를 도출하는 경험식을 제시하였다. 마지막으로 실제 지진하중을 사용한 수치해석을 통해 기존의 최적설계 방법과 비교하여 제안된 방법의 우수성을 입증하였다.
        4,000원
        3.
        2005.08 구독 인증기관 무료, 개인회원 유료
        In this study, a seismic design methodology for a friction damper based on the story shear force of an elastic building structure is proposed. First, using two normalization methods for the slip-load of a friction damper, numerical analyses of various single-degree-of-freedom systems are performed. From those analyses, the effect of the slip-load and brace stiffness was investigated and the optimal stiffness ratio of the brace versus original structure was found. Second, from the numerical analysis for five multi-story building structures with different natural frequency and the number of story, reasonable decision method for the total number of installation floor, location of installation and distribution of slip-loads are drawn. In addition, an empirical equation on the optimal number of installation floor is proposed. Finally, the superiority of the proposed method compared to the existing design method is verified from the numerical analysis.
        4,200원
        4.
        2005.02 구독 인증기관 무료, 개인회원 유료
        In this paper, various dynamic model of magnetorheological (MR) damper, is required for describing the hysteresis of MR damper and for their application are investigated to structural control. The dynamic characteristics and control effects of the modeling methods for MR dampers such as Bingham, biviscous, hysteretic biviscous, simple Bouc-Wen, Bouc-Wen with mass element, and phenomenological models are studied. Of these models, hysteretic biviscous model which is simple and describes the hysteretic characteristics, is chosen for numerical studies. The capacity of MR damper is determined as a portion of not the building weight but the lateral restoring force.
        4,000원
        5.
        2004.10 KCI 등재 구독 인증기관 무료, 개인회원 유료
        본 연구의 목적은 건축구조물의 지진응답제어를 위한 MR 감쇠기의 크기, 개수 및 최적위치를 결정하는 설계절차를 제안하는 것이다. 기존의 연구에서 제안된 MR 감쇠기의 모델링 방법들의 특성과 차이점을 진동제어효과의 관점에서 분석하였으며, 이 모델 중 해석이 간단하고 이력특성을 모사할 수 있는 이력 이점성 모델을 사용하여 MR 감쇠기의 변수연구를 수행하였다. 건축구조물의 층간에 설치되는MR 감쇠장치의 용량은 지진응답의 경우 구조물의 주기와 감쇠비에 따라 층전단력이 다르게 됨을 고려하여, 20개의 지진하중에 대한 해석으로부터 구한 응답스펙트럼을 이용하여 결정하였으며, 설치 갯수에 따른 제어경향을 분석하였다. MR 감쇠기의 크기, 개수, 그리고 최적위치를 결정하기 위한 방법이 제안되었으며, 기존의 점성감쇠기 설계시 이용되는 층간변위 혹은 층간속도가 가장 큰 층에 순차적으로 설치하는 방법과의 비교를 통해 유효성을 검증하였다. 수치해석결과는 제안된 방법을 사용하여 MR 감쇠기의 크기, 개수, 그리고 위치를 합리적으로 결정할 수 있음을 보여준다
        4,000원
        6.
        2004.08 구독 인증기관 무료, 개인회원 유료
        In this paper, the preliminary design procedure of magnetorheological (MR) dampers is developed for controlling the building response induced by seismic excitation. The dynamic characteristics and control effects of the modeling methods of MR dampers such as Bingham, biviscous, hysteretic biviscous, simple Bouc-Wen, Bouc-Wen with mass element, and phenomenological models are investigated. Of these models, hysteretic biviscous model which is simple and describes the hysteretic characteristics, is used for numerical studies. The capacity of MR damper is determined as a portion of not the building weight but the lateral restoring force. A method is proposed for optimal placement and number of MR dampers, and its effectiveness is verified by comparing it with the simplified sequential search algorithm. Numerical results indicate that the capacity, number and the placement can be reasonably determined using the proposed design procedure
        4,000원
        7.
        2004.02 구독 인증기관 무료, 개인회원 유료
        The purpose of this paper is to determine the optimal placement of MR dampers for the vibration control of building structures. The dynamic characteristics of Bingham model, Simple Bouc-Wen model, Simple Bouc•Wen model with Mass Element and Spencer model for the modeling of MR dampers, were investigated. By performing the numerical analysis of SDOF system excited by harmonic, white noise, and seismic load, the type and amplitude of excitation which are important design factors of MR dampers were considered. Finally, Four cases for placement of MR dampers installed at 20-story building structure were considered and the corresponding results indicate that the case installing MR dampers sequentially at the story with maximum inter-story drifts provides the best performance.
        4,000원