• Proceedings of the KSEG Conference
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• 2002.04a
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• pp.163-171
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• 2002

지금까지 양산단층에 대한 운동학적 해석은 단지 지질분포 특성의 차이를 근거로 단순 우수주향이동으로 해석해왔다. 그러나 일반적으로 대규모 단층들은 단계적으로 서로 다른 운동체계에서 복합적인 발달과정을 거치면서 현재의 모습으로 보인다. 따라서 양산단층의 주변 지질구조와 운동학적 관계를 알아보기 위하여 양산단층 주변의 지질분포, 지질구조, 단층주변의 소단층들에 대한 특성을 분석하였다. 양산단층 주변 퇴적암의 층리면 자세는 양산단 층이 동일한 사건의 주향이동으로 형성된 단층예인의 특성이 아니라 서로 다른 응력축의 지배를 받았거나 서로 다른 크기의 운동을 받았음을 암시하고 있다. 또한 단층의 주향을 따라 단층대 폭의 변화를 살펴본 결과 크게 5개의 주기를 가지면서 변화되고 각각의 주기는 약 25-30 km 로 규칙적으로 나타난다. 또한 단층조선이 발달된 소단층의 분석결과들은 양산단층이 한번의 운동으로 발달한 것이 아니라 매우 복잡하고 다양한 사건들을 겪은 다중 변형의 산물임을 지시하고 있다.

• Journal of the Earthquake Engineering Society of Korea
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• v.7 no.6
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• pp.35-47
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• 2003

Seismic ground motion can vary significantly over distances comparable to the length of a majority of highway bridges on multiple supports. This paper presents results of fragility analysis of two actual highway bridges under ground motion with spatial variation. Ground motion time histories are artificially generated with different amplitudes, phases, as well as frequency contents at different support locations. Monte Carlo simulation is performed to study dynamic responses of the bridges under these ground motions. The effect of spatial variation on the seismic response is systematically examined and the resulting fragility curves are compared with those under identical support ground motion. This study shows that ductility demands for the bridge columns can be underestimated if the bridge is analyzed using identical support ground motions rather than differential support ground motions. Fragility curves are developed as functions of different measures of ground motion intensity including peak ground acceleration(PGA), peak ground velocity(PGV), spectral acceleration(SA), spectral velocity(SV) and spectral intensity(SI). This study represents a first attempt to develop fragility curves under spatially varying ground motion and provides information useful for improvement of the current seismic design codes so as to account for the effects of spatial variation in the seismic design of long-span bridges.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.35 no.11
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• pp.1391-1398
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• 2011

Biomechanical analysis of arm motion during steering was performed using a motion analysis technique. Three-dimensional position data for each part of arm are fed into an interactive model combining a musculoskeletal arm model and the mechanical steering system to calculate joint angles and torques using inverse kinematic and dynamic analyses, respectively. The analysis shows that elbow pronation/supination, wrist flexion/extension, shoulder adduction/abduction, and shoulder flexion/extension have significant magnitudes. Sensitivity analysis of the arm joint motion with respect to seating posture and steering wheel configuration is carried out to investigate the qualitative influence of the seating posture and driver's seat configuration on the steering behavior.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.13 no.2
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• pp.165-178
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• 2000

The simplified model for 3-dimensional analysis of vehicle-bridge interactions is presented in this study. By using the analysis model which includes the eccentricity of axle loads and the effect of the torsional forces acting on the bridge, the more accurate analysis results of the behavior of the bridge can be obtained. The equations of kinetic energy, potential energy and damping energy are expressed by degrees of freedom of the vehicle and the bridge. And then by applying Lagrange's equations of motion, the equations of motion of the vehicle and the bridge are obtained. By deriving the equations of forces acting on the bridge considering the vehicle-bridge vertical interactions and also by identifying the position of vehicle as time goes by, mass matrix, stiffness matrix, damping matrix and load vector of vehicle-bridge system are constructed in accordance with the position of vehicles. Then using Newmark's β-method(average acceleration), the equations of motion for the total vehicle bridge system are solved.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.34 no.2
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• pp.17-25
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• 2006

In the present study, a 2-D chimera technique for overlapped bodies in relative motion is developed using unstructured triangular meshes. The solid boundary nodes located next to the intersecting point between bodies are merged to the intersecting point to assure accurate representation of the intersecting region. In order to assign proper value of flow variables at the nodes located out of the computational field, interpolation is conducted for non-active nodes. For validation, the motions of a NACA64A006 airfoil and a NACA0012 airfoil with a plane flap are computed and the results are compared with other simulations. The motion of a launching missile ejected from a NACA0012 airfoil is also simulated.

• Journal of Navigation and Port Research
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• v.43 no.6
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• pp.344-352
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• 2019

A coupled analysis was performed between the riser to develop oil and gas in ultra-deepwater and the moored floating body. In general, the safety of the riser is conservatively evaluated by considering the maximum offset excluding the coupled analysis with the floating body. In this study, the safety of the riser was analyzed by considering the coupled motion analysis of the moored floating body. The riser is considered steel lazy wave riser (SLWR) applied in the deep sea, and the floating body is determined to FPSO. The methodology was presented on coupled and uncoupled analysis. The coupled effects were analyzed according to the incident wave headings in intact and damaged conditions of mooring lines. The tension of mooring lines, the motion of the floating body, and riser responses were analyzed according to the loading conditions.

• Journal of the Institute of Electronics Engineers of Korea SC
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• v.47 no.3
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• pp.63-70
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• 2010

We are able to find many materials of pendulum dynamic/analysis using linearized model. Usually, analysis of pendulum is to calculate for velocity, period and angle by linearized model on Newton's law. In this paper, analyzed periodical movement of pendulum using nonlinear load model. That is, analyzed load value according to location of moving pendulum at real time. And for the shake of maneuver for pendulum's location, found load control value and compared result of linearized mode with nonlinear model. The result makes know that it is possibility of nonlinear load control model to apply to various model of movement object including flight object, pendulum and etc.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1995.04a
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• pp.307-312
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• 1995

장거리 시스템의 경우에 있어서 기동과 정지 시의 동적하중은 구동부 입력크기의 변화와 구동부간이 기동 시간차이로부터 발생되며, 벨트로 전파되어 장력변화를 일으키고, 과도한 장력의 변화는 인장과 압축의 탄성파로 벨트요소의 응력을 증가시키며, 벨트, 풀리, 아이들러(idler)등의 벨트요소들을 파괴시킨다. 따라서 동적해석에 의한 설계가 필수적으로 요구되어 벨트의 동적거동 해석에 대한 연구가 많이 수행되고 있다. 본 연구에서는 벨트 컨베이어 시스템을 집중질량모델(lumped mass model)로 근사하여 모델링하는 방법을 도입하여 세부요소에 대한 운동방정식을 유도하고, 각 요소 모델링을 결합하여 전체 운동방정식을 수립하였으며, 예제 시스템에 적용하여 동적거동을 해석하였다. 예제 시스템에 있어서 기동시의 구동입력을 두 가지 형태의 입력을 이용하였고, 정지시에는 구동부 브레이크가 없는 경우로 정상운전상태에서 순간적으로 구동부의 동력을 제거하는 방법을 적용하였다. 시뮬레이션 결과를 통하여 기동시의 구동입력을 적절히 제어하므로 벨트 속도와 장력의 변화를 줄일 수 있는 입력형태를 결정할 수 있었고, 이 때의 테이크업의 운동도 구할 수 있었다.

• Journal of Ocean Engineering and Technology
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• v.2 no.1
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• pp.83-89
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• 1988

정지된 유동장에 놓인 반무한 평판이 횡방향으로 갑자기 출발하는 경우에 있어서 평판의 끝에서 발생하는 보텍스의 거동을 해석적 및 수치적 측면에서 검토하였다. 해석적 방법은 단일 보텍스 모델에 근거를 두었으며, 해석결과 순환량은 시간의 1/3승, 보텍스의 중심까지의 거리는 시간의 2/3승에 비례하여 증가함을 알 수 있었다. 룬게.쿠타(Runge-Kutta)방법을 써서 분리 보텍스 모델에 따른 비선형 운동방정식의 해를 수치적으로 구했다. 수치해는 시간의 경과에 따라 해석 해에 접근하였다. 보텍스의 형상에 있어서도 실험결과와 잘 맞았다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2014.06a
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• pp.11-12
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• 2014

본 연구에서는 일정속도로 항행하는 선박의 후미에서 20도의 각도로 진행하는 뒤파도가 존재할 경우, 선박의 무게중심 변화에 따른 안정성 해석에 대해 전산유체역학(CFD) 기술을 이용하여 운동 시뮬레이션을 수행하였다.