• 제목/요약/키워드: Linear combination analysis

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철근콘크리트 보통전단벽의 전단력 증폭효과 근사해석 (Approximate Analysis for Shear Force Amplification Effect in Ordinary RC Shear Walls)

  • 전성하;박지훈
    • 한국지진공학회논문집
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    • 제24권3호
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    • pp.129-139
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    • 2020
  • An approximate analysis method is proposed to predict the dynamic amplification of shear forces in ordinary reinforced concrete shear walls as a preliminary study. First, a seismic design for three groups of ordinary reinforced concrete shear walls higher than 60 m was created on the basis of nonlinear dynamic analysis. Causes for the dynamic amplification effect of shear forces were investigated through a detailed evaluation of the nonlinear dynamic analysis result. A new modal combination rule was proposed on the basis of that observation, in which fundamental mode response and combined higher mode response were summed directly. The fundamental mode response was approximated by nonlinear static analysis result, while higher mode response was computed using response spectrum analysis for equivalent linear structural models with the effective stiffness based on the nonlinear dynamic analysis result. The proposed approximate analysis generally predicted vertical distribution of story shear and shear forces of individual walls from the nonlinear dynamic analysis with comparable accuracy.

우리나라 일부 중년층 남녀의 암에 대한 예방적 건강행위 이행에 관한 연구 (A STUDY ON MIDDLE AGED PEOPLE'S COMPLIANCE FOR PREVENTIVE HEALTH BEHAVIOR OF CANCER)

  • 김은주;문인옥
    • 보건교육건강증진학회지
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    • 제4권2호
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    • pp.9-31
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    • 1987
  • This study was conducted because of the investigator's concern for the high incidence and fatal nature of cancer in prime years of human life. The purpose of this study was to investigate risk factors on compilance for preventive health behavior of cancer. The data on which the analysis was based come from a survey of 828 married men & women, 40-59 years old. The instrument of the study were 'Health Belief Model' by Becker. The Data was analyzed using X--test, t-test, ANOVA, Pearson's Correlation Coefficient, Stepwise Multiple Regression. The followings were the result; 1. The examined group had a higher scores than the non-examined group in health belief variables. (p<0.001) 2. The higher level of health belief variables, the higher level of compliance for preventive health behavior is. (p<0.001) 3. The Stepwise Multiple Regression of compliance for preventive health behavior on the variables in the health belief model; Approximataly 65.5% of the variance of compliance for preventive health behavior was accounted for by health concern, susceptibility and barriers in combination. This meant that other factors seemed to influence preventive health behavior since the linear combination of variables failed to explain the remaining 34.5% of preventive health behavior of cancer. It tended to cost doubt on the usefulness of 5 variables in this model. Therefore further study to investigate the influential factors preventive health behavior of cancer is necessary.

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강재보와 합성기둥에 사용된 새로운 반강접 접합부의 설계 (Design of Innovative SMA PR Connections Between Steel Beams and Composite Columns)

  • 손홍민;;허종완
    • 복합신소재구조학회 논문집
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    • 제5권1호
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    • pp.28-36
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    • 2014
  • This study describes the development of innovative connections between steel beams and concrete-filled tube columns that utilize a combination of low-carbon steel and super-elastic shape memory alloy components. The intent is to combine the recentering behavior provided by the shape memory alloys to reduce building damage and residual drift after a major earthquake with the excellent energy dissipation of the low-carbon steel. The analysis and design of structures requires that simple yet accurate models for the connection behavior be developed. The development of a simplified 2D spring connection model for cyclic loads from advanced 3D FE monotonic studies is described. The implementation of those models into non-linear frame analyses indicates hat the recentering systems will provide substantial benefits for smaller earthquakes and superior performance to all-welded moment frames for large earthquakes.

날갯짓 비행 로봇의 세로방향 비행 동역학 모델링 및 안정성 해석 (Longitudinal Flight Dynamic Modeling and Stability Analysis of Flapping-wing Micro Air Vehicles)

  • 김중관;한종섭;김호영;한재흥
    • 제어로봇시스템학회논문지
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    • 제21권1호
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    • pp.1-6
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    • 2015
  • This paper investigates the longitudinal flight dynamics and stability of flapping-wing micro air vehicles. Periodic external forces and moments due to the flapping motion characterize the dynamics of this system as NLTP (Non Linear Time Periodic). However, the averaging theorem can be applied to an NLTP system to obtain an NLTI (Non Linear Time Invariant) system which allows us to use a standard eigen value analysis to assess the stability of the system with linearization around a reference point. In this paper, we investigate the dynamics and stability of a hawkmoth-scale flapping-wing air vehicle by establishing an LTI (Linear Time Invariant) system model around a hovering condition. Also, a direct time integration of full nonlinear equations of motion of the flapping-wing micro air vehicle is conducted to see how the longitudinal flight dynamics appear in the time domain beyond the reference point, i.e. hovering condition. In the study, the flapping-wing air vehicle exhibited three distinct dynamic modes of motion in the longitudinal plane of motion: two stable subsidence modes and one unstable oscillatory mode. The unstable oscillatory mode is found to be a combination of a pitching velocity state and a forward/backward velocity state.

구개상의 형태 변화가 발음에 미치는 영향에 관한 음향학적 연구 -/ㅅ/을 중심으로한 컴퓨터 분석- (AN ACOUSTIC STUDY IN RELATION TO THE SOUND DISTORTION BY THE ALTERATION OF PALATAL PLATE -FOCUSSED ON/ㅅ(s)/. BY COMPUTER ANALYSIS-)

  • 최창규;우이형;박남수
    • 대한치과보철학회지
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    • 제27권1호
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    • pp.83-102
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    • 1989
  • This study was done to analyze the sound distortion, before and after insertion of the palatal palates. For this study, 4 healthy subjects (3 males and 1 female, each 24-year-old), who were born in Seoul were recruited from K university, and 3 type palatal plates were fabricated, each palatal thickness being 1.0mm, 2.5mm, dentoalveolar portion 2.5mm and elsewhere 1.0mm, named B,C,D-type repectively, and informants's sounds of /사(sa), 서(se), 소(so), 수(su), 스($s\.{+}$), 시(si)/ were recorded, without plate, and with palatal plates of different types, in succession. A series of analysis were adminstered through a 16 Bit IBM PC/AT using linear combination methods. These experiments were analyzed by the Cepstrum (Weighted and Euclidian), Log Area Ratio, Linear prediction correlation methods The findings led to the following conclusions : 1. It was confirmed that the same consonant, /ㅅ(s)/, variously distorted by the following vowel. 2. By and large, 시($s\.{+}$) was the most distorted in all conditions, and (sa), 소(so) were the least distorted in each condition. 3. There were no persistant correlation of the palatal plate types, and sound distortions of each informant were diverse with no regularities. 4. There were persistent correaltion to the Cepstrum (Weighted, Euclidian), Log Area Ratio. However, Linear prediction correlation has a different alteration pattern.

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중집광형 태양광 집광장치 용 선형 프레넬 렌즈의 최적화설계연구 (Linear Fresnel Lens Optimization for Middle Concentrated Photovoltaic)

  • 송제헌;유진희;이준호;장원근;이동길
    • 한국광학회지
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    • 제24권5호
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    • pp.213-216
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    • 2013
  • 본 논문에서는 25배 태양광 집광장치에 적용될 선형 프레넬 렌즈의 최적화에 대해 서술한다. 이 선형 프레넬 렌즈는 각기 다른 패턴을 가진 $10{\times}10$ mm 크기의 선형 프레넬 렌즈가 $5{\times}5$의 형태로 결합된 렌즈이다. 각 프레넬 렌즈는 같은 크기의 태양전지로 태양광이 입사할 수 있도록 최적화되어 있다. 최적화된 프레넬 렌즈의 설계치는 패턴높이 35 ${\mu}m$, 구배각 $4^{\circ}$, 모서리 라운드 1 ${\mu}m$로 각각의 선형 프레넬 렌즈에 모두 같은 값이 부여되었지만 사면경사각은 $14.1^{\circ}{\sim}31.2^{\circ}$로 각기 다르다. 이렇게 설계된 선형 프레넬 렌즈의 태양광 집광효율은 80%이상이며 기존의 25배 집광용 단일 프레넬 렌즈보다 오정렬 및 제작공차 측면에서 강력한 성능을 가진다. 설계된 선형 프레넬 렌즈의 민감도 분석을 통해 모서리 라운드가 1 ${\mu}m$씩 증가할수록 집광효율이 ~5%씩 저하되는 것을 파악하였고 이에 모서리 라운드가 최소한의 수치로 유지되어야 함을 확인하였다.

다방향 불규칙파중의 TLP의 동적응답해석 (주파수영역 해석) (Dynamic Response Analysis of Tension Leg Platforms in Multi-directional Irregular Waves (Frequency Domain Analysis))

  • 구자삼;조효제;이창호
    • 한국해양공학회지
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    • 제8권1호
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    • pp.23-32
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    • 1994
  • A numerical procedure is described for simultaneously predicting the motion and structural responses of tension leg platforms (TLPs) in multi-directional irregular waves. The developed numerical approach is based on a combination of a three dimensional source distribution method, the finite element method for structurally treating the space frame elements and a spectral analysis technique of directional waves. The spectral description for the linear responses of a structure in the frequency domain is sufficient to completely define the responses. This is because both the wave inputs and the responses are stationary Gaussian ran dom process of which the statistical properties in the amplitude domain are well known. The hydrodynamic interactions among TLP members, such as columns and pontoons, are included in the motion and structural analysis. The effect of wave directionality has been pointed out on the first order motion, tether forces and structural responses of a TLP in multi-directional irregular waves.

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Seismic response evaluation of concentrically rocking zipper braced frames

  • Sarand, Nasim Irani;Jalali, Abdolrahim
    • Structural Engineering and Mechanics
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    • 제73권3호
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    • pp.303-317
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    • 2020
  • In this study an innovative rocking zipper braced frame (RZBF) is proposed to overcome the deficiencies of common concentrically braced frames. RZBF is an improved rocking concentrically braced frame which is based on combination of rocking behavior and zipper columns. The base rocking joints and post-tensioned bars provide rocking response and restoring force, respectively. Also, zipper columns distribute the unbalance force over the frame height and reduce the damage concentration. To evaluate seismic performance of RZBF, a comparison study is carried out considering concentrically braced frame, zipper braced frame, rocking concentrically braced frame and RZBF. Thereby, a suite of non-linear time history analyses had been performed on four different types of archetypes with four, six, eight, ten and twelve stories. Frames were designed and non-linear time history analyses were conducted in OpenSees. To compare the seismic behavior of the archetypes, roof drifts, residual roof drifts, story drifts, the forces of first and top story braces, PT bars forces, column uplift and base shears were taken in to consideration. Results illustrate that using RZBF, can reduce the damage due to reduced residual drifts. Zipper columns enhance the seismic performance of rocking systems. As the number of stories increase in the RZBF systems, larger top story braces were needed. So the RZBF system is applicable on low and midrise buildings.

Reduction Design of End Edge Effect in Stationary Discontinuous Armature PMLSM combined with Skewed Magnets and Stair Shape Auxiliary Teeth

  • Kim, Min-Seok;Kim, Yong-Jae
    • Journal of international Conference on Electrical Machines and Systems
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    • 제3권4호
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    • pp.362-366
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    • 2014
  • In recent years, a permanent magnet linear synchronous motor (PMLSM) has been used in various kinds of transportation applications for its relative high power density and efficiency. The general transportation system arranges the armature on the full length of transportation lines. However, when this method is applied to long distance transportation system, it causes increase of material cost and manufacturing time. Thus, in order to resolve this problem, we suggested stationary discontinuous armature PMLSM. However, the stationary discontinuous armature PMLSM contains the edges which always exist as a result of the discontinuous arrangement of the armature. These edges become a problem because the cogging force that they exert bad influences the controllability of the motor. Therefore, in this paper we proposed the combination of skewed magnets and stair shape auxiliary teeth to reduce the force by edge effect. Moreover, we analyzed the influence of the design factors by using a 3-D finite element method (FEM) simulation tool.

The Alcock-Paczynski effect via clustering shells

  • Sabiu, Cristiano G.;Lee, Seokcheon;Park, Changbom
    • 천문학회보
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    • 제38권2호
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    • pp.58.2-58.2
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    • 2013
  • Both peculiar velocities and errors in the assumed redshift-distance relation ("Alcock-Paczynski effect") generate correlations between clustering amplitude and orientation with respect to the line-of-sight. In this talk we propose a novel technique to extract the Alcock-Paczynski, geometric, distortion information from the anisotropic clustering of galaxies in 3-dimensional redshift space while minimizing non-linear clustering and peculiar velocity effects. We capitalize on the recent, large dataset from the Sloan Digital Sky Survey III (SDSS-III), which provides a large comoving sample of the universe out to high redshift. We focus our analysis on the Baryon Oscillation Spectroscopic Survey (BOSS) constant mass (CMASS) sample of 549,005 bright galaxies in the redshift range 0.43

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