• 제목/요약/키워드: Frame within a frame

검색결과 727건 처리시간 0.022초

중력하중 설계된 1:5 축소 3층 철근콘크리트 골조의 지진모의실험 (Earthquake Simulation Tests of A 1:5 Scale Gravity Load Designed 3-Story Reinforced Concrete Frame)

  • 이한선;우성우
    • 콘크리트학회지
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    • 제10권6호
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    • pp.241-252
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    • 1998
  • 이 연구의목적은 여러 수준의 지진에 대한 비내진 상세를 가진 저층 모멘트 저항 골조의 실제 반응을 관찰하기 위한 것이다. 우선 모델에 대한 축소율은 사용된 진동대의 용량을 고려하여 1 : 5 로 결정하였으며 상사성의 법칙에 따라 모델을 제작하였다. 그 다음에 이 모델에 대해 Taft N21E 지진가속도 기록의 최대 지진가속도를 0.12g. 0.2g, 0.4g로 조정하여 진동대를 이용한 지진모의실험을 수행하였다. 각 층별 횡방향 가속도와 변위, 그리고 구조물의 취약부위에서 국부변형이 측정되었다. 밑면 전단력은 손수 만든 로드셀을 이용하여 측정하엿다. 각 지진모의실험 전과 후에는 고유주기와 감쇠비의 변화를 살펴보기 위해 자유진동실험을 수행하였다. 전체거동과 국부거동에 대한 실험결과를 분석한 결과, 이 모델은 우리나라의 현행 내진 설계 기준에서의 설계지진 즉, 0.12g의 최대 지진가속에 대해서는 선형탄성으로 거동하였다. 최대 밑면 전단력은 1.8tf 로 설계 밑면 전단력의 약 4.7배로나타났다.이 실험모델은 높은 수준의 지진모의실험에서도 양호한 성능을 나타내었다. 높은 수준의지진에 대한 저항의 주요요소는 1)높은 초과강도, 2)기본주기의 증가, 그리고 3)비탄성 변형에 의한 얼마간의 에너지소산이다. 이 실험에서 모델의 층간변위는 대략 허용한계 내에 있었다.

PTV-AOM을 이용한 속도계측 기법의 개발에 관한 연구 (A Study on Development of Velocity Measuring Method by PTV-AOM)

  • 조대환;김진구;이영호
    • Journal of Advanced Marine Engineering and Technology
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    • 제21권5호
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    • pp.591-597
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    • 1997
  • Instantaneous velocity distribution within coaxial circular pipe for measurement velocity of high speed is acquired simultaneously by applying the 2-dimensional PTV system consisting of a pulse generator(AOM:Acousto-Optical Modulator), a continuous-output laser and a PC image grabber together with experimental apparatus. The basic mechanism of AOM and vector identification method and performance-related image processing techniques are discussed. Representative measuring regions $90{\times}90$mm are selected and instantaneous vectors are represented and fully developed turbulent flow of maximum velocity up to about 1.0 m/sec is obtained.

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자기조직 시스템으로서의 건축환경 개념에 관한 연구 -자연과학적 패러다임을 중심으로- (The Architectural Environment as a Self-organizing System -Based on Paradigm of Natural Science-)

  • 김주미
    • 한국실내디자인학회논문집
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    • 제14호
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    • pp.63-73
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    • 1998
  • The aim of this study is to understand and redefine the nature of architectural environment within the paradigm of natural science. The chaos theory non-equilibrium thermodynamics theory self-organization of modern physics offer new insights to explain not only natural phenomena but also to define creative and dynamic architectural environment. First natural laws in modern physics like the arrow of time but is related not only with certainty but also possibility so nature is understood as a constantly changing process of evolution. Second the new architectural environment is defined as a kind of fluid and irreducible organic biosytem that cannot be fully understood by modernist idea of architecture. It is conceived of as a fluid constantly changing self-oraganizing system that consists of different situations events movements and programs in uncertain and irreducible time frame. Third insights and implications of natural science offer new language and strategy for design and the two disciplines can be understood as interdependent and co-evolving

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Structure's base design for earthquake protection numerical and experimental study

  • Alsaif, K.;Kaplan, H.
    • Structural Engineering and Mechanics
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    • 제16권1호
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    • pp.101-114
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    • 2003
  • A base isolation system is proposed for earthquake protection of structures. The system incorporates spherical supports for the base, a specially designed spring-cam system to keep the base rigidly supported under normal condition and to allow it to move for the duration of the earthquake under the constraint of a spring with optimized non-linear characteristics. A single-story model is constructed to investigate the feasibility of the concept. Numerical simulations of the system as well as experimental results show that 95% reduction of the transmitted force to the structure can be achieved. To demonstrate the effectiveness of this isolation mechanism, the maximum dynamic bending stress developed at predetermined critical points within the frame of the structure is measured. Significant reduction of the dynamic stresses is obtained.

효율성 제고를 위한 근사적 증거병합 방법 (An Approximate Evidence Combination Scheme for Increased Efficiency)

  • 이계성
    • 정보처리학회논문지B
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    • 제9B권1호
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    • pp.17-22
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    • 2002
  • Dempster-Shafer 증거병합 방법의 가장 큰 문제는 계산 복잡도가 지수적인 증가를 갖는다는 점이다. 이는 가설 집단을 이루는 원소의 개수가 각 가설을 이루는 속성 값들의 모든 부분 집합으로 focal 요소로 구성되기 때문이다. 이 문제를 피하기 위해 본 논문에서는 근사적 증거 병합 방법을 제안한다. 이 방법은 간단한 응용에 적용하여 그 성능을 조사하고 다른 증거 병합 방법의 하나인 VBS의 결과와 비교해 본다. 근사적 증거 병합방법은 계산 속도를 크게 개선하였고 전문가가 허용하는 편차 수준에서 신뢰 값을 갖는 것으로 평가되었다.

Advanced Liquid Crystal Materials for Fast Switching Times

  • Jin, Min-Ok;Yoon, Dong-Kyu;Kim, Eun-Young;Lee, Seung-Eun;Heckmeier, M.;Klasen-Memmer, M.;Sem, G L;Tarumi, K.
    • 한국정보디스플레이학회:학술대회논문집
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    • 한국정보디스플레이학회 2003년도 International Meeting on Information Display
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    • pp.1118-1120
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    • 2003
  • For LCD-TVs with full capability to show moving pictures and LCD monitors for multi media use, it is necessary that the switching times of Liquid Crystal (LC) mixtures are within one frame (16.7ms). In order to achieve faster switching times, new LC materials have been identified, mainly focusing on the further reduction of the rotational viscosity (${\gamma}1$).

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Infrastructure Mode IEEE 802.11 무선랜 시스템에서 단말간의 다중 직접 통신을 위한 효율적인 폴링 방식 (Efficient Polling Scheme for Multiple Direct Link Communication Between STAs in Infrastructure Mode IEEE 802.11 Wireless LANs)

  • 최우용
    • 대한산업공학회지
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    • 제33권2호
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    • pp.237-245
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    • 2007
  • In this paper, a modified PCF (Point Coordination Function) MAC (Medium Access Control) Protocol is proposed to support the multiple direct link communication between STAs (STAtions) in infrastructure mode IEEE 802.11 wireless LANs. By the proposed MAC protocol, the direct link communication between STAs, which are located within the communication range of each other, is allowed without the use of AP (Access Point) as a relay. Moreover, when multiple direct data communication between STAs can be simultaneously performed with a sufficiently small interference, multiple simultaneous direct link communication is allowed for the efficient use of radio bandwidth. AP polls STAs to grant the transmission opportunities using the direct link communication by transmitting the polling frames to STAs. An efficient polling method for granting the transmission opportunities to STAs is proposed to reduce the number of the polling frame transmissions and enhance the PCF MAC performance.

측지계변환에 따른 해양안전에 관한 연구 (A Study on the Ocean Safety According to the Geodetic Datum Transformation)

  • 고광섭;임정빈;임봉택
    • 해양환경안전학회지
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    • 제1권2호
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    • pp.39-52
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    • 1995
  • There are numerous mapping, charting, geodetic systems and electronic digital products defined in various local geodetic datum. It becomes a straight forward requirement to simplify the complexity by referencing all the products to a common reference globally. WGS-84 is well known as a state-of-the-art global reference system based on the use of data, techniques and technology available within American Defence Mapping Agency(DMA). Its parameters can be translated into more accurate maps, charts and geodetic positioning compared to others previously. Since Global Positioning System(GPS/NAVSTAR), which is asssociated with World Geodetic System(WGS-84)in reference frame, has been widely used, the unified geodetic system has been required for GPS users in many fields.

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Development of a Rigid- Ended beam Element and a Simplified 3-Dimensional Analysis Method for Ship Structures

  • Seo, Seung-Il;Lim, Sung-Joon
    • Journal of Ship and Ocean Technology
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    • 제3권3호
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    • pp.13-24
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    • 1999
  • In this paper, a 2-dimensional novel beam element is developed and a method to replace the 3-dimensional analysis with 2-dimensional analysis is proposed. The developed novel beam element named rigid-ended beam element can consider the effect of three kinds of span points within one element, which was impossible in modeling with the ordinary beam element. Calculated results for the portal frame using the rigid-ended beam element agree with the results using membrane element. And also, the proposed simplified 3- dimensional analysis method which includes two step analysis using influence coefficients shows good accuracy. Structural analysis using the rigid-ended beam element and the simplified 3-dimensional method is revealed to have good computing efficiency due to unnecessity of the elements corresponding to the brackets and simplification of 3-dimensional analysis.

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부유식 해양도시의 동적응답특성 (Dynamic Response Characteristics of a Floating Ocean City in Waves)

  • 구자삼;홍석원
    • 한국해양공학회지
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    • 제8권2호
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    • pp.80-92
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    • 1994
  • The dynamic response characteristics of a floating ocean city are examined for presenting the basic data for the design of huge offshore structures supported by a large number of floating bodies in waves. The numerical approach which is accurate in linear system is based on combination of a three dimensional source distribution method, wave interaction theory and the finite element method of using the space frame element. The hydrodynamic interactions among the floating bodies are taken into account in their exact form within the context of linear potential theory in the motion and structural analysis. The method is applicable to an arbitrary number of three dimensional bodies having any individual body geometries and geometrical arrangement with the restriction that the circumscribed, bottom-mounted. Imaginary vertical cylinder for each body does not contain any part of the other body. The validity of this procedure was verified by comparing with experimental results obtained in the literature.

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