• 한국도로학회논문집
• /
• 제19권5호
• /
• pp.97-106
• /
• 2017

PURPOSES: This study aims to evaluate the effects of vehicle dynamic behaviors on ride quality. METHODS : Simulation and field test were conducted to analyze the behavior of a driving vehicle. The simulation program CarSIM was applied and an INS (Inertial Navigation System) was used for field experiments. A small simulator was developed to simulate vehicle behavior such as roll, pitch, and bounce. The panels evaluated the ride quality in five stages from "very satisfied"to "very dissatisfied."Experiments were conducted on a total of 144 cases of vehicle behavior combinations. RESULTS :In both simulation and field tests, pitch is the largest and yaw the smallest. Especially in the field test, the amount of yaw is very low, about 7% of pitch and 18% of roll. The sensitive and extensive analysis conducted related ride quality with changing the frequency and amplitude. It was found that the most sensitive frequency range is 8 Hz across all amplitudes. Moreover, the combination of the roll and bounce was most sensitive to the ride quality at the low-frequency range. CONCLUSIONS : This result show that the vertical vehicle behavior (bounce) as well as the rotational behavior (roll and pitch) are highly correlated with ride quality. Therefore, it is expected that a more reasonable roughness index can be developed through a combination of vertical and rotational vehicle behavior.

• 한국초지조사료학회지
• /
• 제4권2호
• /
• pp.133-139
• /
• 1983

대관령지역에서 달리함에 따른 韓牛育咸牛의 放牧習性과 生産性을 규명하기 爲하여 Wye大學區, 輪換, 固定, 修正固定, 刈取給與區의 處理를 하였다. 供試面積은 5ha, 공시두수는 육성빈우 20두였으며 放牧習性을 調査하기 爲하여 아침 5:00시부터 20:00시 까지 每 2.5분(2분 30초) 마다 調査하여 얻어진 結果는 다음과 같다. 1. ha당 증체량에 있어서 Wye大學區와 輪換區가 바른 처리구보다 많았으나 山地草地放牧方法으로서 實在로 運用하는데는 윤환구나 修正固定區가 좋았으며 특히 修正固定放牧은 윤환구의 대안으로 추천할 만한 것이었다. 2. 日當增體量은 5월에 가장 높았고 7월에 가장 낮았으며 그후는 차차 증가하는 경향이었다. 3. 晝間의 採食時間은 331.1분으로부터 576.0분으로 다양한 結果를 보였고 이것은 放牧體系에의하여 보다도 秊節, 牧草量의 多少, 그리고 기상에 의하여 영향을 받았다. 4. 한우는 1일 일출 후, 정오 그리고 오후 3時의 3번의 주 채식행동을 갖고 있었다.

• Smart Structures and Systems
• /
• 제32권1호
• /
• pp.1-7
• /
• 2023

In modal analysis, the mode shape reflects the vibration characteristics of the structure, and thus it is widely performed for finite element model updating and structural health monitoring. Generally, the acceleration-based mode shape is suitable to express the characteristics of structures for the translational vibration; however, it is difficult to represent the rotational mode at boundary conditions. A tilt sensor and gyroscope capable of measuring rotational mode are used to analyze the overall behavior of the structure, but extracting its mode shape is the major challenge under the small vibration always. Herein, we conducted a feasibility study on a multi-mode shape estimating approach utilizing a single physical quantity signal. The basic concept of the proposed method is to receive multi-metric dynamic responses from two sensors and obtain mode shapes through bridge loading test with relatively large deformation. In addition, the linear transformation matrix for estimating two mode shapes is derived, and the mode shape based on the gyro sensor data is obtained by acceleration response using ambient vibration. Because the structure's behavior with respect to translational and rotational mode can be confirmed, the proposed method can obtain the total response of the structure considering boundary conditions. To verify the feasibility of the proposed method, we pre-measured dynamic data acquired from five accelerometers and five gyro sensors in a lab-scale test considering bridge structures, and obtained a linear transformation matrix for estimating the multi-mode shapes. In addition, the mode shapes for two physical quantities could be extracted by using only the acceleration data. Finally, the mode shapes estimated by the proposed method were compared with the mode shapes obtained from the two sensors. This study confirmed the applicability of the multi-mode shape estimation approach for accurate damage assessment using multi-dimensional mode shapes of bridge structures, and can be used to evaluate the behavior of structures under ambient vibration.

• Steel and Composite Structures
• /
• 제38권3호
• /
• pp.257-270
• /
• 2021

This paper presents a displacement-based numerical methodology following the Euler-Bernoulli theory to simulate the 2 nonlinear behavior of steel structures. It is worth emphasizing the adoption of co-rotational finite element formulations considering large displacements and rotations and an inelastic material behavior. The numerical procedures proposed considers plasticity concentrated at the finite elements nodes, and the simulation of the steel nonlinear behavior is approached via the Strain Compatibility Method (SCM), where the material constitutive relation is used explicitly. The SCM is also applied in determining the sections bearing capacity. Moreover, the present numerical approach is not limited to a specific structural member cross-sectional typology, with the residual stress models introduced explicitly in subareas of steel cross-sections generated by a 2D discretization. Finally, results consistent with the literature and with low processing time are presented.

• 한국정밀공학회:학술대회논문집
• /
• 한국정밀공학회 2003년도 춘계학술대회 논문집
• /
• pp.1828-1831
• /
• 2003

There are various sources causing a position error in a linear motor. This paper focuses on error sources from rotational motions of a table and friction. Rotational errors occur due to imperfections during manufacturing and/or assembly of guide ways, and cause a position error at locations of interest. Friction is another factor deteriorating the position error due to its highly nonlinear behavior. The position error of the linear motor was about 20∼30$\mu\textrm{m}$. After compensating the position errors due to rotational error motions and friction. the remaining errors become about 6～8$\mu\textrm{m}$ and 2～3$\mu\textrm{m}$, respectively. It is shown that the positional accuracy of a linear can be greatly improved by compensating the two error sources.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2007년도 추계학술대회논문집
• /
• pp.452-458
• /
• 2007

The vertical extension of a building in general remodeling process increases both gravity and seismic loads by simply adding masses to the building. In this study, a vertical extension structural module (VESM) is proposed for enhancing seismic performance of the existing buildings by utilizing the story-increased parts. The proposed VESM is composed of steel column, steel beam, and beam-end rotational damper. The steel columns are connected to the shear walls and transfer the wall rotation in out-of plane to the steel beam, and then the beam-end rotational damper dissipates the earthquake-induced energy. Numerical analysis result from a cantilever beam of which end-rotation is restricted by rotational damper indicates that the displacement, base shear, and base overturning moment of the existing structures showing cantilever behavior can be significantly reduced by using the proposed method. Also, it is observed that friction-type rotational damper is effective than viscous one.

• 한국소음진동공학회논문집
• /
• 제18권6호
• /
• pp.589-597
• /
• 2008

The vertical extension of a building in general remodeling process increases both gravity and seismic loads by simply adding masses to the building. In this study, a vertical extension structural module(VESM) is proposed for enhancing seismic performance of the existing buildings by utilizing the story-increased parts. The proposed VESM is composed of steel column, steel beam, and beam-end rotational damper. The steel columns are connected to the shear walls and transfer the wall rotation in out-of plane to the steel beam, and then the beam-end rotational damper dissipates the earthquake-induced energy. Numerical analysis result from a cantilever beam of which end-rotation is restricted by rotational damper indicates that the displacement, base shear, and base overturning moment of the existing structures showing cantilever behavior can be significantly reduced by using the proposed method. Also, it is observed that friction-type rotational damper is effective than viscous one.

• 한국자기학회지
• /
• 제5권1호
• /
• pp.27-33
• /
• 1995

$Ni_{2-x}Zn_{x}Y$ - 고무 복합체의 ferrite 조성과 입자 크기 변화에 따른 복소투자율과 전파흡수 특성을 조사하였다. Ferrite 입자가 $1\mu\textrm{m}$ 이하인 경우에는 ferrite-고무 복합체가 단자구 거동을 하여 자연공명 현상만이 관찰되었다. $Ni_{2-x}Zn_{x}Y$ - 고무 복합체의 제 1정합주파수는 Zn 함량이 증가함에 따라서 저주파 대역으로 이동하였으며, 자연공명 주파수와 비례함을 알 수 있었다. 반면에 제 2정합주파수는 자연공명 주파수에 비례하지 않음을 확인하였다. 또한 복합 ferrite 전파흡 수체의 전파흡수 현상은 자벽공명보다는 자연공명에 크게 영향을 받음을 확인하였다.

• 한국강구조학회 논문집
• /
• 제23권5호
• /
• pp.595-606
• /
• 2011

본 연구는 기둥-보 접합부의 강성에 따른 철골 모멘트 골조의 동적특성의 차이를 파악하는데 목적이 있다. 6층의 철골 모멘트 골조를 설계하였으며, 접합부는 DWA (Double Web-Angle Connection), TSW (Top-and Seat-Angle Connection with Double Web-Angle), FEMA(SAC-Test Summary No.28, Specimen ID : UCSD-6) 접합부를 사용하였고, 완전강접합부의 동적거동특성과 상호 비교 검토하였다. 반강접 접합부의 회전강성은 Chen 과 Kishi 에 의해 제안된 3매개변수파워모델을 사용하여 구하였다. 접합부의 회전 강성을 보의 강성으로 나누어 상대강성으로 정의하여 사용하였다. 모든 골조에 대하여 비선형 정적해석(push over analysis), 반복하중 해석 및 시간이력해석을 수행하였다. 각 접합부의 강성에 따른 내진거동은 층간변위, 소성힌지 및 이력 에너지 분배의 항목별로 비교 분석하였다.

• 한국전산구조공학회논문집
• /
• 제13권4호
• /
• pp.475-484
• /
• 2000

본 연구에서는 찌그러진 요소에서의 휨거동 개선을 위한 추가적인 비적합변위형과 효율적인 비적합변위형의 수정방법의 개발을 통하여 기존 비적합 입체요소의 개선을 시도하였으며, 회전자유도가 독립변수로 존재하는 범함수를 이용하여 매개변수의 값에 따라 회전자유도의 도입유무가 결정되도록하는 입체요소를 개발하였다. 제시된 요소에서는 변위장과 회전장에 동일한 형상함수를 적용하였으며, 비적합변위형은 변위장에만 적용하였다. 다양한 예제를 통한 수치실험결과 개발된 요소는 양호한 거동을 보여주었으며, 특히 휨거동에 있어서 개선된 거동을 보였다.