• 제목/요약/키워드: Korean ground motion

검색결과 620건 처리시간 0.026초

동력경운기(動力耕耘機)-트레일러 시스템의 운동(運動) 및 전도(轉倒) 시뮬레이션 (Simulation of Motion and Overturns for Power Tiller-Trailer System)

  • 박금주;박우룡
    • Journal of Biosystems Engineering
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    • 제17권1호
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    • pp.27-36
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    • 1992
  • Computer simulation was carried out to predict the motion and overturns of power tiller-trailer system this system when traveing over an obstacle on inclined planes. To estimate the effects of design factors (mass center of main body and wheel base), ground factors (ground inclination and height of obstacle), and operation factors (traveling velocity) on the sideways overturn, the motion of power tiller-trailer system was simulated as the factors were varied with five different levels.

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영월 및 경주지진 파형의 주파수 분석(II) (Characteristics of Spectrum using Observed Ground Motion from the Yongwol and the Kyoungju Earthquakes(II))

  • 김준경
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 1999년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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    • pp.57-60
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    • 1999
  • Amplification factor spectrum using the observed strong ground motions database in the Korean Peninsula has been obtained and compared with Standard Rpectrum which wa suggested by United States Nuclear Regulatory Committee. The observed ground motions from the Yongwol and the Kyoungju Earthquakes respectively which are supposed to represent domestic seismotectonic characteristics such as seismic source attenuation of the propagation meium and site specific effect are used for the analysis of amplification factor spectrum,. The database are slightly different from the those of the second study. Amplification factors have been calculated by comparing the observed peak ground motions with results from responses to the observed horizontal na vertical ground motions. The comparison have shown that the amplification factors resultant from this study exceeds those of Standard Response Spectrum The results suggest that the characteristics of seismic strong ground motion which are supposed to represent the domestic seismotectonic characteristics differs from those of Standard Response Spectrum especially at higher frequencies. The results from the 2nd study are similar to those of 1st analysis.

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점지진원 모델을 이용한 경주 지진으로 인한 지반운동 생성 (Simulation of Ground Motions from Gyeongju Earthquake using Point Source Model)

  • 하성진;지현우;한상환
    • 한국지진공학회논문집
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    • 제20권7_spc호
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    • pp.537-543
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    • 2016
  • In low to moderate seismic regions, there are limited earthquake ground motion data recorded from past earthquakes. In this regard, the Gyeongju earthquake (M=5.8)occurred on September 12, 2016 produces valuable information on ground motions. Ground motions were recorded at various recording stations located widely in Korean peninsula. Without actual recoded ground motions, it is impossible to make a ground motion prediction model. In this study, a point source model is constructed to accurately simulate ground motions recorded at different stations located on different soil conditions during the Gyeongju earthquake. Using the model, ground motions are generated at all grid locations of Korean peninsula. Each grid size has $0.1^{\circ}(latitude){\times}0.1^{\circ}(longitude)$. Then a contour hazard map is constructed using the peak ground acceleration of the simulated ground motions.

300m 단층 래티스 돔의 면진 장치에 대한 지진 반응 해석 (Earthquake Response Analysis for Seismic Isolation System of Single Layer Lattice Domes With 300m Span)

  • 박강근;정미자;이동우
    • 한국공간구조학회논문집
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    • 제18권3호
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    • pp.105-116
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    • 2018
  • The objective of this study is to investigate the response reducing effect of a seismic isolation system installed between 300m dome and supports under both horizontal and vertical seismic ground motion. The time history analysis is performed to investigate the dynamic behavior of single layer lattice domes with and without a lead rubber bearing seismic isolation system. In order to ensure the seismic performance of lattice domes against strong earthquakes, it is important to investigate the mechanical characteristics of dynamic response. Horizontal and vertical seismic ground motions cause a large asymmetric vertical response of large span domes. One of the most effective methods to reduce the dynamic response is to install a seismic isolation system for observing seismic ground motion at the base of the dome. This paper discusses the dynamic response characteristics of 300m single layer lattice domes supported on a lead rubber seismic isolation device under horizontal and vertical seismic ground motions.

아라베스크 회전동작 시 지면반력 활용방법에 관한 연구 (The Research for Using Method of GRF (Ground Reaction Force) on Rotational Movement in Arabesque)

  • 권안숙;이건범
    • 한국운동역학회지
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    • 제15권2호
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    • pp.1-10
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    • 2005
  • G. B. LEE, A. S. GWON, The Research for Using methodof GRF (Ground Reaction Force) on Rotational Movement in Arabesque. Korean Journal of Sport Biomechanics, Vol. 15, No. 2, pp.1-10, 2005. As, in relation to all movements of a human being, the movements such as mutually walking, running, rotating, and jumping are attained endlessly through the ground amid the interaction with the ground, in terms of the harmonious movement of the upper limbs and the lower limbs, related to the basic movement in ballet, the type of a movement depends on the size and direction of the force that presses down the ground (Fz, Fx, Fy) amid the interaction with the ground. Therefore, aiming to correctly and efficiently perform a rotational movement in Arabesque, this study analyzed factors of the force manifestation through GRF (Ground Reaction Force), by dividing into preparing, stepping, standing, rotating, and finishing stages (events (1) ${\sim}$ (5)), targeting the subjects of 4 elite female students who majored in ballet. 1. At the No.5 position of the preparing stage, It is necessary that support the ground with left and right foot balance, 2. As the stepping stage is the phase ranging from the event (2), in which a plie movement of bending a knee is started, to the event (3) of stretching a knee, Rebunding motion is not good, and One have a position with ankle and knee flextion condition in order to stretch strengthly in event (3) position 3. At the event (1) position, It is necessary that exert the Fz reaction force at the event (3) position. Because large stretch force help to have a toe on position easily and show a active motion 4. In order to have a stand and rotation motion smoothly, One need a muscle strength training for ankle extension, knee extension, control horizental force

소규모 분지에서의 지진 지반운동 모델링 (Modeling of Earthquake Ground Motion in a Small-Scale Basin)

  • 강태섭
    • 지구물리와물리탐사
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    • 제15권2호
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    • pp.92-101
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    • 2012
  • 평탄한 자유표면을 갖는 소규모 반구형 분지에서 임의의 전단변형 점진원에 대한 3차원 유한차분 모의를 수행하였다. 자유표면 경계조건을 다루기 위한 새로운 방법을 고안하였다. 분지에서 지반운동 응답에 대한 주요한 특징들을 파악하기 위하여 분지특성 변수를 조사하였다. 분지에서 지반운동의 주파수 함량을 분석하기 위하여, 각 주파수에 대한 진폭을 분지 주변 4개의 위치에서 계산하고 서로 비교하였다. 또한 어떤 종류의 파가 이들 각 지점에서의 지반운동 응답에 우세한 역할을 하는지 보기 위하여 입자운동을 분석하였다. 계산 결과, 지진파 에너지가 진원으로부터 먼 쪽의 분지 경계부에서 집중되는 것을 알 수 있었다. 이러한 집중 효과는 주로 직접 S-파와 분지 경계에서 생성된 표면파의 보강간섭으로 인한 것이다. 또한, 분지의 가장 깊은 곳 상부에서의 지반운동 증폭은 얕은 깊이의 분지 경계 부에 비하여 상대적으로 작게 나타났다. 이러한 결과로부터, 상대적으로 단순한 기반암 경계를 갖는 소규모 분지에서의 지반운동 증폭은 분지의 깊이 보다는 진원의 방위 또는 분지 내부로 입사하는 파의 진행방향에 더 많은 관계가 있다는 것을 추정할 수 있다.

시간영역에서 생성되는 설계응답스펙트럼 맞춤형 지진파 생성 (Generation of Design Spectrum Compatible Ground Motion in Time Domain)

  • 정창균;박두희
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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    • pp.1250-1257
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    • 2009
  • Due to the improvement of the seismic hazard analysis method and the design code, dynamic analysis method is widely used. To conduct dynamic analysis, various coefficients should be designated. The time history acceleration is one of the most essential factor. However, strong earthquake motion data from the outside of the country have been used to conduct dynamic analysis without considering of the ground motion parameters. In this study, the methodology to choose appropriate input motion is developed by using time domain design spectrum matching procedure. Two examples are applied to verify the methodology. The Result shows that the methodology satisfies seismic circumstances and the design code.

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내진설계를 위한 응답스펙트럼 연구 (Characteristics of Response Spectrum using Observed Ground Motion from the Recent Earthquakes)

  • 김준경
    • 대한자원환경지질학회:학술대회논문집
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    • 대한자원환경지질학회 1999년도 춘계 공동학술발표회
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    • pp.116-119
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    • 1999
  • Amplification factor spectrum, using the observed strong ground motions database in the Korean Peninsula, has been obtained and compared with Standard Response Spectrum, which was suggested by United States Nuclear Regulatory Committee. The observed und motions from the Yongwol and the Kyoungju, and the other recent Earthquakes, respectively, which ate supposed to represent domestic seismotectonic characteristics such as seismic source, attenuation of the propagation medium, and site specific effect, are used for the analysis of amplification factor spectrum. The database are slightly different from the those of the second study. Amplification factors hue been calculated by comparing the observed peak ground motions with results from responses to the observed horizontal na vertical ground motions. The comparison have shown that the amplification factors resultant from this study exceeds these of Standard Response Spectrum, The results suggest that the characteristics of seismic strong ground motion, which are supposed to represent the domestic seismotectonic characteristics, differs from those of Standard Response Spectrum, especially at higher frequencies. The results from the 2nd study are similar to those of 1st analysis.

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라이즈 스팬 비에 의한 200m 허니컴 래티스 돔의 동적 응답 분석 (Dynamic Response Analysis of 200m Honeycomb Lattice Domes by Rise Span Ratio)

  • 박강근;정미자
    • 한국공간구조학회논문집
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    • 제19권2호
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    • pp.51-61
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    • 2019
  • The objective of this study is to analysis the seismic response of 200m spanned honeycomb lattice domes under horizontal and up-down ground motion of El Centro earthquake. For the analysis of seismic response of the honeycomb lattice domes by rise/span ratio, the time history analysis is used for the estimation of the dynamic response. The low rise lattice dome is less deformed and less stressed than the high rise lattice dome for the earthquake ground motion. The 3-dimensional earthquake response is not significantly different the dynamic response of one directional ground motion. The earthquake response of domes with LRB isolation system is significantly reduced for the asymmetric vertical deformation and the horizontal and vertical accelerations.

Immediate Effects of Low-Dye Taping on the Ankle Motion and Ground Reaction Forces in the Pronated Rear-Foot During Gait

  • Kim, Sung-shin;Chung, Jae-yeop
    • 한국전문물리치료학회지
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    • 제23권1호
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    • pp.72-79
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    • 2016
  • Background: Increased foot pronation causes biomedchanical changes at the lower limbs, which may result in musculoskeletal injuries at the proximal joints. Pronation rear-foot leads to plantar fasciitis, Achilles tendonitis, and posterior tibial tendonitis pathologically. According to the recent meta-analysis, They showed that therapeutic adhesive taping is more effective than foot orthoses and motion control footwear, low-Dye (LD) taping has become the most popular method used by physiotherapists. Objects: The purpose of this study was to determine the immediate effects of LD taping results in different ankle motion and ground reaction force (GRF) as before and after applied LD taping on pronated rear-foot during gait. Methods: Twenty-four participants were recruited for this study. The gait data were recorded using an 8-camera motion capture system and two force platforms. At first, the experiments were carried out that participants walked barefoot without LD taping. And then they walked both feet was applied LD taping. Results: The ankle inversion minimum was significantly greater after LD taping than before LD taping (p=.04); however, in the GRF, there were no significant differences in the inversion maximum or total motion of the stance phase (p=.33, p=.07), or in the vertical (p=.33), posterior (p=.22), and lateral (p=.14) peak forces. Conclusion: The application of taping to pronation rear-foot assists in increased ankle inversion.