• 제목/요약/키워드: Asymmetric Ground

검색결과 99건 처리시간 0.026초

Comparison of Both Legs EMG Symmetry during Over-Ground Walking and Stair Walking in Stroke Patients

  • Jeong, Mu-Geun;Kim, Joong-Hwi
    • The Journal of Korean Physical Therapy
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    • 제27권4호
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    • pp.228-233
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    • 2015
  • Purpose: Gait is the most basic element when evaluating the quality of life with activities of daily living under ordinary life circumstances. Symmetrical use of the lower extremities requires complicated coordination of all limbs. Thus, this study examined asymmetry of muscle activity quadriceps femoris and tibialis anterior as a baseline for training during over-ground walking and stair walking of stroke patients. Methods: Subjects were 14 stroke patients included as one experimental group. Gait speed used in this study was determined by the subject. Low extremity paretic and non-paretic EMG was compared using the surface EMG system. Results: The low extremity EMG difference was statistically significant during over-ground walking and stair walking (p<0.05). The result of low extremity EMG substituted symmetry ratio formula was compared to EMG symmetry ratio in both legs during over-ground walking and stair walking. The average symmetry ratio of quadriceps femoris during over-ground walking was 0.65, and average symmetry ratio of quadriceps femoris during stair walking was 0.47, with significant difference (p<0.05). Conclusion: EMG data was higher in stair walking than over-ground walking. However, in the comparison of symmetry ratio, asymmetric EMG of quadriceps femoris was significantly increased during stair walking. These findings suggested that application of stair walking for strengthening of both legs can be positive, but the key factor is maintaining asymmetrical posture of both legs. Therefore, physical therapists should make an effort to reduce asymmetry of quadriceps femoris power during stair walking by stroke patients.

Flow structures around a three-dimensional rectangular body with ground effect

  • Gurlek, Cahit;Sahin, Besir;Ozalp, Coskun;Akilli, Huseyin
    • Wind and Structures
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    • 제11권5호
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    • pp.345-359
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    • 2008
  • An experimental investigation of the flow over the rectangular body located in close proximity to a ground board was reported using the particle image velocimetry (PIV) technique. The present experiments were conducted in a closed-loop open surface water channel with the Reynolds number, $Re_H=1.2{\times}10^4$ based on the model height. In addition to the PIV measurements, flow visualization studies were also carried out. The PIV technique provided instantaneous and time-averaged velocity vectors map, vorticity contours, streamline topology and turbulent quantities at various locations in the near wake. In the vertical symmetry plane, the upperbody flow is separated from the sharp top leading edge of the model and formed a large reverse flow region on the upper surface of the model. The flow structure downstream of the model has asymmetric double vortices. In the horizontal symmetry plane, identical separated flow regions occur on both vertical side walls and a pair of primary recirculatory bubbles dominates the wake region.

WLAN/WiMAX 삼중대역에서 동작하는 모노폴 안테나의 설계 (A compact Monopole Antenna Design for WLAN/WiMAX Triple Band Operations)

  • 윤중한;장연길;이영철
    • 한국전자통신학회논문지
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    • 제7권3호
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    • pp.465-473
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    • 2012
  • 본 논문은 WLAN/WiMAX 시스템에 적용 가능한 이중대역 평면형 모노폴 안테나를 설계, 제작 및 측정하였다. 제안된 안테나는 2개의 훅크 모양의 선로, 비대칭 접지면 그리고 접지면에 사각 슬릿을 갖도록 설계하였다. 측정과 시뮬레이션 결과사이의 데이터가 잘 일치하고 있는 데이터를 얻었으며 -10dB 임피던스 대역폭을 기준으로 WLAN과 WiMAX 대역을 동시에 만족하고 있음을 확인하였다. 또한 2D 그리고 3D 방사패턴과 이득에 측정결과가 제시되고 논의되었다.

Evaluation of scalar structure-specific ground motion intensity measures for seismic response prediction of earthquake resistant 3D buildings

  • Kostinakis, Konstantinos G.;Athanatopoulou, Asimina M.
    • Earthquakes and Structures
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    • 제9권5호
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    • pp.1091-1114
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    • 2015
  • The adequacy of a number of advanced earthquake Intensity Measures (IMs) to predict the structural damage of earthquake resistant 3D R/C buildings is investigated in the present paper. To achieve this purpose three symmetric in plan and three asymmetric 5-storey R/C buildings are analyzed by nonlinear time history analysis using 74 bidirectional earthquake records. The two horizontal accelerograms of each ground motion are applied along the structural axes of the buildings and the structural damage is expressed in terms of the maximum and average interstorey drift as well as the overall structural damage index. For each individual pair of accelerograms the values of the aforementioned seismic damage measures are determined. Then, they are correlated with several strong motion scalar IMs that take into account both earthquake and structural characteristics. The research identified certain IMs which exhibit strong correlation with the seismic damage measures of the studied buildings. However, the degree of correlation between IMs and the seismic damage depends on the damage measure adopted. Furthermore, it is confirmed that the widely used spectral acceleration at the fundamental period of the structure is a relatively good IM for medium rise R/C buildings that possess small structural eccentricity.

Seismic responses of asymmetric steel structures isolated with the TCFP subjected to mathematical near-fault pulse models

  • Tajammolian, H.;Khoshnoudian, F.;Bokaeian, V.
    • Smart Structures and Systems
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    • 제18권5호
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    • pp.931-953
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    • 2016
  • In this paper, the effects of mass eccentricity of superstructure as well as stiffness eccentricity of isolators on the amplification of seismic responses of base-isolated structures are investigated by using mathematical near-fault pulse models. Superstructures with 3, 6 and 9 stories and aspect ratios equal to 1, 2 and 3 are mounted on a reasonable variety of Triple Concave Friction Pendulum (TCFP) bearings considering different period and damping ratio. Three-dimensional linear superstructure mounted on nonlinear isolators are subjected to simplified pulses including fling step and forward directivity while various pulse period ($T_p$) and Peak Ground Velocity (PGV) amounts as two crucial parameters of these pulses are scrutinized. Maximum isolator displacement and base shear as well as peak superstructure acceleration and drift are selected as the main engineering demand parameters. The results indicate that the torsional intensification of different demand parameters caused by superstructure mass eccentricity is more significant than isolator stiffness eccentricity. The torsion due to mass eccentricity has intensified the base shear of asymmetric 6-story model 2.55 times comparing to symmetric one. In similar circumstances, the isolator displacement and roof acceleration are increased 49 and 116 percent respectively in the presence of mass eccentricity. Furthermore, it is demonstrated that torsional effects of mass eccentricity can force the drift to reach the allowable limit of ASCE 7 standard in the presence of forward directivity pulses.

비축대칭 Glass Array Lens의 설계 및 개발 (Design and Development of Asymmetry Glass Array Lens)

  • 박순섭;황연;이기용;김건희;원종호
    • 한국정밀공학회지
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    • 제25권12호
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    • pp.39-46
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    • 2008
  • Asymmetric glass lens core for portable projection optic system was designed and simulated. And it was machined by newly developed non-rotational ultra precision grinding method. With the designed lens data which optimized for multi-collimation, we generated the we core surface data. Mold pressing conditions analyzed by FEM. In the machining process, ground profile errors were compensated based on measured data, minimized feed rate and depth of cut. The deviations of machined core profile were acceptable level for glass mold press. Mold pressed glass array lens was coated with $SiO_2\;and\;Ta_2O_5$ for anti-reflection.

Compact Mobile Quad-Band Slot Antenna Design for GPS L1, WiMAX, and WLAN Applications

  • Piao, Haiyan;Jin, Yunnan;Tak, Jinpil;Choi, Jaehoon
    • Journal of electromagnetic engineering and science
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    • 제17권2호
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    • pp.57-64
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    • 2017
  • In this paper, an asymmetric compact multiband slot antenna is proposed for global positioning system (GPS), worldwide interoperability for microwave access (WiMAX), and wireless area network (WLAN) applications. The top plane, a ground is composed of a rectangular slot with a trapezoidal-like stub, an inverted U-shaped slot at the right side of the rectangular slot, an inverted L-shaped slot at the left side of the rectangular slot, and three stubs. The proposed antenna is fed by an asymmetric cross-parasitic strip on the bottom plane. By properly designing the slots and stubs, four resonant frequency bands are achieved with -10 dB reflection coefficient bandwidths of 50 MHz, 400 MHz, 390 MHz, and 830 MHz in the 1.57 GHz GPS band, 2.4 GHz WLAN band, 3.5 GHz WiMAX band, and 5.5 GHz WLAN bands, respectively. The antenna has a total compact size of $13mm{\times}32mm{\times}0.8mm$. Simulated and measured results indicate that the proposed antenna has sufficient bandwidth and good radiation performance in each band.

비대칭 차동 인덕터를 이용한 2.4-GHz 선형 CMOS 전력 증폭기 (Differential 2.4-GHz CMOS Power Amplifier Using an Asymmetric Differential Inductor to Improve Linearity)

  • 장성진;이창현;박창근
    • 한국정보통신학회논문지
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    • 제23권6호
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    • pp.726-732
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    • 2019
  • 본 연구에서는 차동 구조의 고주파 증폭기를 위한 비대칭 차동 인덕터를 제안하였다. 제안 된 비대칭 차동 인덕터는 증폭기 내 차동 신호 간 위상 오차를 완화하기 위한 것으로서, 차동 인덕터에 형성되는 Center-tap의 위치를 조정하여, 전력 증폭기를 구성하는 구동 증폭기의 차동 신호에서 바라보이는 임피던스가 동일하게 형성 되도록 하였다. 이를 통하여 기존 차동 인덕터를 사용하는 경우 대비 AM-to-AM 및 AM-to-PM 왜곡이 완화됨을 확인 하였다. 제안하는 비대칭 차동 인덕터의 효용성을 확인하기 위하여 180-nm RFCMOS 공정을 이용하여 2.4-GHz CMOS 전력 증폭기를 설계하였으며, EVM 5% 기준 20 dB의 전력 이득과 17 dBm의 최대 선형 출력 전력을 얻었다.

Feedforward와 Defected Ground Structure를 이용한 주파수 체배기 설계 (A Novel Design of Frequency Multiplier Using Feedforward Technique and Defected Ground Structure)

  • 박상근;임종식;정용채;김철동
    • 한국전자파학회논문지
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    • 제17권8호
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    • pp.725-731
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    • 2006
  • Feedforward와 defected ground structure(DGS)를 이용한 새로운 주파수 체배기를 제안하였다. 제한된 주파수 체배기는 feedforward 구조에 의해 기본 주파수$(f_0)$가 제거되고, 아령 또는 나선형 모양의 DGS 구조에 의해 2차, 3차 또는 4차의 원하지 않는 고조파 성분들을 제거할 수 있었다. 결국 feedforward와 DGS 구조에 의해서 체배하고자 하는 성분을 제외한 나머지 고조파들이 제거되었다. 기본 주파수를 1 GHz로 하여 주파수 체배기를 설계하고, 측정하였다. 입력 전력을 0dBm으로 하였을 때 2체배기, 3체배기와 4체배기의 출력 전력은 각각 -2.59 dBm, -5.36 dBm과 -4.57 dBm이었다.

Design aspects for minimizing the rotational behavior of setbacks buildings

  • Georgoussis, George K.
    • Earthquakes and Structures
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    • 제10권5호
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    • pp.1049-1066
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    • 2016
  • An approximate analysis is presented for multi-story setback buildings subjected to ground motions. Setback buildings with mass and stiffness discontinuities are common in modern architecture and quite often they are asymmetric in plan. The proposed analysis provides basic dynamic data (frequencies and peak values of base resultant forces) and furthermore an overview of the building response during a ground excitation. The method is based on the concept of the equivalent single story system, which has been introduced by the author in earlier papers for assessing the response of uniform in height buildings. As basic quantities of the dynamic response of elastic setback buildings can be derived by analyzing simple systems, a structural layout of minimum elastic rotational response can be easily constructed. The behavior of such structural configurations, which is basically translational into the elastic phase, is also examined into the post elastic phase when the strength assignment of the various bents is based on a planar static analysis under a set of lateral forces simulating an equivalent 'seismic loading'. It is demonstrated that the almost concurrent yielding of all resisting elements preserves the translational response, attained at the end of the elastic phase, to the post elastic one.