• 제목/요약/키워드: vertical displacement

검색결과 1,049건 처리시간 0.024초

경상분지에서의 수직변위값에 대한 최대 스펙트럼 진폭의 감쇠 (Attenuation of Peak Spectral Amplitude for the Vertical Displacement in the Kyungsang Basin)

  • 김성균
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 1999년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall
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    • pp.45-51
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    • 1999
  • The attenuations of peak vertical displacements are studies using a conventional least squeare regression technique for microearthquakes occurred in the Kyungsang Basin southeastern Korea. The regression model applied to bandpass-fitered ground motion data includes parameters to account for geometric spreading anelastic attenuation depending on frequency source size and station site effects. Thirty nine displacement traces obtained by integrating velocity records for six shallow local microearthquakes are used to determine attenuation characteristics in the Basin. The regression result of the peak amplitude data leads to Q(f)=59.9 {{{{ {f }^{0.955 } }} for 1.5Hz$\leq$ f $\leq$ 25 Hz. It appears that the anelastic attenuation in the Kyungsang Basin is greater than that in the Western North America Area.

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장애물 보행 시 노화에 따른 신체질량중심의 변화 (Age Effects on Center of Mass during Obstacle Crossing)

  • 손남국;김형동
    • 대한물리의학회지
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    • 제9권1호
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    • pp.93-99
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    • 2014
  • PURPOSE: The purpose of this study was to compare three dimensional displacement and peak velocity of the center of mass (COM) during obstacle crossing in young and older adults. METHODS: 10 young adults (6 males/4 females, $24.6{\pm}1.9$ years, age range: 22.0-26.9) and 10 older adults (1 male/9 females, $76.9{\pm}5.1$ years, age range: 65.2-81.2) participated in the study. Both groups crossed an obstacle, which is 10% of leg length, and COM was measured using motion analysis system. Independent t-test was used to find significant differences between two groups. RESULTS: The older adults showed significantly greater and faster COM displacement and peak velocity in mediolateral (M-L) direction as compared with young adults (p<.01 and p<.001 respectively). However, the young adults showed significantly greater and faster COM displacement and peak velocity in anteroposterior (A-P) direction as compared with older adults (p<.05 and p<.001 respectively). Furthermore, the young adults showed faster peak velocity of COM in vertical direction as compared with older adults (p<.001). However, no significant difference was found in the COM displacement in vertical direction between two groups. CONCLUSION: Greater and faster COM displacement and peak velocity in M-L direction in older adults were due to compensatory adjustment for appropriate contact on base of support of swing limb. Thus, the motion of the COM in M-L direction may be a crucial factor to identify risk of falls in older adults.

진동대시험을 이용한 콘크리트 표면 차수벽형 석괴댐의 내진성능 평가 (Evaluation of Resistance of Concrete-Face Rockfill Dam to Seismic Loading Using Shaking Table Test)

  • 하익수;김용성;서민우;박동순
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.1118-1125
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    • 2005
  • In this study, seismic safety of CFRD(Concrete-Face Rockfill Dam) type "D" dam in operation is evaluated from the results of 1-g shaking table test using similitude laws. Model dam is made by similitude law considering the grain size of prototype dam component. After the model dam is impounded to the normal water level(N.W.L), it is excited by artificial earthquake wave corresponding to standard design respond spectrum of the "D" dam site. Displacement response behavior of the dam is examined through the measurement of vertical and horizontal displacement of dam crest. Also, amplification characteristics of acceleration with dam height is examined through the measurement of acceleration with dam height. Finally, the purpose of this study is to evaluate seismic safety of "D" dam in operation. From the results of acceleration measurement, it was found that acceleration of dam crest was amplified about 1.52 times compared to the acceleration of dam bottom and amplification phenomenon is outstanding at three quarters of dam height from the bottom of dam. From the analysis of displacement behavior, it was estimated that vertical displacement of prototype dam is 6.8cm (0.1% of dam height) and horizontal displacement 12.3cm(0.2% of dam height). These percentages is much lower than 1% of dam height(general stability criteria). Therefore, it was concluded that seismic stability of "D" dam against an estimated earthquake is guaranteed.

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와이어 소 머신용 중공롤러의 변위량과 응력해석에 관한 연구 (A Study on the Displacement and Stress Analysis of Hollow Rollers for a Wire Saw Machine)

  • 김청균
    • 한국가스학회지
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    • 제18권2호
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    • pp.10-15
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    • 2014
  • 본 연구에서는 원통형 중공롤러를 갖는 와이어 소 머신에 대한 변위와 응력강도 안전성 해석결과를 제시하고 있다. 유한요소법을 사용하여 세 개의 튜브 사이에 Y형상의 편위형 컬럼과 수직형 컬럼을 설치한 중공롤러에서 변형거동과 응력강도 안전성을 높인 중공롤러를 개발하고자 한다. 동일한 직경과 길이를 갖지만, 중량을 달리하는 중공롤러 모델에서 Y 형상의 편위형 및 수직형 중공롤러에 작용하는 변위거동 안전성은 중공롤러의 전체길이에 의해 더 많은 영향을 받는 것으로 나타는데, 이것은 중공롤러의 굽힘 모멘트와 밀접한 관련이 있다. 그러나, 중공롤러의 응력강도는 중량 차이가 크지 않을 경우 절단면의 형상에 의해 더 큰 영향을 받는 것으로 나타났다. 따라서, 중공롤러의 강도안전성을 높이고, 총중량을 낮추기 위해서는 Y형상을 갖는 중공롤러를 사용하는 것이 바람직함을 알 수 있다.

Characterization of stacked geotextile tube structure using digital image correlation

  • Dong-Ju Kim;Dong Geon Son;Jong-Sub Lee;Thomas H.-K. Kang;Tae Sup Yun;Yong-Hoon Byun
    • Computers and Concrete
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    • 제31권5호
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    • pp.385-394
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    • 2023
  • Displacement is an important element for evaluating the stability and failure mechanism of hydraulic structures. Digital image correlation (DIC) is a useful technique to measure a three-dimensional displacement field using two cameras without any contact with test material. The objective of this study is to evaluate the behavior of stacked geotextile tubes using the DIC technique. Geotextile tubes are stacked to build a small-scale temporary dam model to exclude water from a specific area. The horizontal and vertical displacements of four stacked geotextile tubes are monitored using a dual camera system according to the upstream water level. The geotextile tubes are prepared with two different fill materials. For each dam model, the interface layers between upper and lower geotextile tubes are either unreinforced or reinforced with a cementitious binder. The displacement of stacked geotextile tubes is measured to analyze the behavior of geotextile tubes. Experimental results show that as upstream water level increases, horizontal and vertical displacements at each layer of geotextile tubes initially increase with water level, and then remain almost constant until the subsequent water level. The displacement of stacked geotextile tubes depends on the type of fill material and interfacial reinforcement with a cementitious binder. Thus, the proposed DIC technique can be effectively used to evaluate the behavior of a hydraulic structure, which consists of geotextile tubes.

Co-Co형 기관차의 수직방향 동적성능 향상에 관한 연구 (A Study on the Improvement of Co-Co Type Locomotive's Vertical Dynamic Performance)

  • 박주혁;최영휴;박삼진
    • 한국기계연구소 소보
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    • 통권14호
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    • pp.17-31
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    • 1985
  • The Primary object of this study is to predict rigid carbody's vertical and pitch acceleration and/or displacement frequency response to vertical sinusoidal rail surface irregularities for any specified point of the carbody, and to verify the predictions by means of experiments. The developed computer program also calculates vertical and pith transmissibilities and acceleration spectra. This model can be used for first order analysis of ride behabior. it's main advantage is its simplicity and ease of use. This model can be used for first order analysis of ride quality behabior. It's main advantage is its simplicity and ease of use. The model was designed with 6 degreed of freedom. Equations of motion were derived by Lagrangian method. This calculation was applied to the vertical dynamic analysis in order to pursue a possible improvement of the dynamic performance of co-co locomotive, and results were very useful.

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Seismic performance of retrofitted URM walls with diagonal and vertical steel strips

  • Darbhanzi, Abbas;Marefat, Mohammad S.;Khanmohammadi, Mohammad;Moradimanesh, Amin;Zare, Hamid
    • Earthquakes and Structures
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    • 제14권5호
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    • pp.449-458
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    • 2018
  • Earthquakes have shown the vulnerability of unreinforced masonry (URM) structures. The aim of this research is to study a technique for in-plane seismic retrofitting of URM walls in which both diagonal and vertical steel strips are added to a single side of a URM wall. Specimens have been tested under quasi-static cyclic lateral load in combination with constant vertical load. The tests show that vertical and diagonal strips cause a significant increase in seismic capacity in terms of both strength (about 200%) and displacement at maximum (about 20%). Furthermore, this technique caused the failure modes of URM walls were influenced.

가상적 수직 교합 고경 증가 시 안모의 유형에 따른 하안모 변화에 관한 연구 (A study of lower facial change according to facial type when virtually vertical dimension increases)

  • 김남우;이긍철;문철현;배정윤;김지연
    • 대한치과보철학회지
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    • 제54권1호
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    • pp.1-7
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    • 2016
  • 목적: 수직 교합 고경 증가 시 발생하는 하안모의 변화가 안모의 유형에 따라 어떤 차이가 있는 지 평가하여, 임상적으로 유의하여야 할 안모 유형을 알고자 한다. 대상 및 방법: 진단을 위해 측모두부규격방사선사진을 촬영한 환자 중 261명을 추출하여 그 대상으로 하였다. 시상적 안모 패턴은 Class I, II, III로 분류하였고, 수직적 안모 패턴은 hypodivergent, normodivergent, hyperdivergent로 나누어 환자를 9가지 집단으로 분류하였다. 각각의 환자를 가상적 시뮬레이션 프로그램을 이용하여 하악 중절치 기준 2 mm 수직 교합 고경을 증가시킨 후 연조직 Pogonion의 후방 이동량, 연조직 Menton의 하방 이동량을 측정한 후 연조직 Pogonion의 후방 이동량/연조직 Menton의 하방 이동량의 비율을 구하여 9가지 집단별로 어떤 차이가 있는 지 서로 비교하였다. 비교분석은 2-way ANOVA로 검정하고 사후 분석은 Tukey test를 이용하였다. 모든 검정은 유의수준 5%에서 수행되었다. 결과: 연조직 Pogonion의 후방 이동량은 Class I, II, III 간의 비교에서는 Class III 집단에서, hypodivergent, normodivergent, hyperdivergent 간의 비교에서는 모든 집단에서 통계적으로 유의한 차이를 보였다(P<.05). 연조직 Menton의 하방 이동량은 Class I, II, III 및 hypodivergent, normodivergent, hyperdivergent 집단에서 모두 통계적으로 유의한 차이를 보였다(P<.05). 연조직 Pogonion의 후방 이동량 대 연조직 Menton의 하방 이동량 비율은 Class I, II, III 및 hypodivergent, normodivergent, hyperdivergent 집단에서 모두 통계적으로 유의한 차이를 보였으며(P<.05) 9가지 집단 중 Class II & hyperdivergent 집단에서 가장 크게 나타났다. 결론: 수직 교합 고경의 증가 시 시상적 안모의 패턴 및 수직적 안모의 패턴에 따라 하안모의 변화는 유의한 차이가 있었으며, Class II & hyperdivergent 얼굴 패턴을 가진 환자는 수직 교합 고경 증가가 동반되는 치료 시 다른 유형에 비해 하안모의 변위량이 클 수 있다.

Unilateral intraoral vertical ramus osteotomy and sagittal split ramus osteotomy for the treatment of asymmetric mandibles

  • Lee, Jee-Ho;Park, Tae-Jun;Jeon, Ju-Hong
    • Journal of the Korean Association of Oral and Maxillofacial Surgeons
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    • 제41권2호
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    • pp.102-108
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    • 2015
  • In surgery for facial asymmetry, mandibles can be classified into two types, rotational and translational, according to the required mandibular movements for surgery. During surgery for rotational mandibular asymmetry, a bilateral sagittal split ramus osteotomy (BSSRO) may cause a large bone gap between the proximal and distal segments as well as condylar displacement, resulting in a relapse of the temporomandibular joint disorder, especially in severe cases. The intraoral vertical ramus osteotomy has an advantage, in this respect, because it causes less rotational displacement of the proximal segment on the deviated side and even displaced or rotated condylar segments may return to their original physiologic position. Unilateral intraoral vertical ramus osteotomy (UIVRO) on the short side combined with contralateral SSRO was devised as an alternative technique to resolve the spatial problems caused by conventional SSRO in cases of severe rotational asymmetry. A series of three cases were treated with the previously suggested protocol and the follow-up period was analyzed. In serial cases, UIVRO combined with contralateral SSRO may avoid mediolateral flaring of the bone segments and condylar dislocation, and result in improved condition of the temporomandibular joint. UIVRO combined with contralateral SSRO is expected to be a useful technique for the treatment of rotational mandibular asymmetry.

후륜 현가장치 지오메트리 변화에 따른 대형 버스의 조종 안정성 연구 (A Study on the Handling Performances of a Large-Sized Bus with the Change of Rear Suspension Geometry)

  • 서권희;국종영;천인범
    • 한국자동차공학회논문집
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    • 제9권4호
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    • pp.176-183
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    • 2001
  • It is difficult to find out the kinematic characteristics of a vehicle suspension without the usage of CAE software. The application of CAE software into suspension kinematics and dynamics yields the more precise knowledge on the chassis design. In this study, the influence of the suspension geometry on the handling performances of a large-sized bus is investigated using the DADS software. The front and rear suspension of a large-sized bus are a rigid axle suspension with the four control links. The elastokinematic analysis is performed to evaluate the roll characteristics of the front and rear suspension. The elastokinematic responses are evaluated in terms of the roll center height and roll steer for various geometric parameters. The roll center height is mainly dependent on the vertical displacement of a panhard rod and the vertical displacements of lower control links affect the roll steer of a rear suspension. The parameter study with the change of rear suspension geometry is conducted to investigate the vehicle handling performances. This parameter study shows that the vertical displacement and orientation of a panhard rod influence the handling performances of a large-sized bus significantly.

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