• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2007년도 추계학술대회논문집
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• pp.708-713
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• 2007

Finite element model updating has been performed using an optimization technique in the paper. The objective function consists of natural frequencies, modal assurance criterion values, and bandwidths of modes, which are obtained from finite element analysis and experiment. Young's modulus and damping coefficient of the material are selected as design variables whose values are modified to make the objective function as small as possible. To consider the loading effect of an accelerometer, its mass and moment of inertia are added to design variables. This model updating method has been applied to a cantilever beam, and experimental data are measured by modal test.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2001년도 하계학술대회 논문집 C
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• pp.1390-1392
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• 2001

ZnO-based SAW(surface acoustic wave) filters are fabricated with the configuration of IDT/ZnO/$SiO_2$/Si(100) using various IDT materials such as Al, Cu/Ti, and Cu/Al. Their frequency response characteristics are measured and compared. The thickness of Al IDT is varied to examine the mass loading effect. In addition, effects of thermal treatment and electrical stress on the frequency responses of the fabricated SAW filters are investigated.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2001년도 하계종합학술대회 논문집(2)
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• pp.17-20
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• 2001

In this paper, film bulk acoustic resonator(FBAR) with an air-gap is fabricated by removing ZnO sacrificial layer and its characteristics as a various dimension of ZnO sacrificial and piezoelectric layer is evaluated. The center frequency of the FBAR device with the ZnO film is about 1.9 GHz. Because of mass-loading effect, a dimension of sacrificial layer and piezoelectrc layer affect frequency response such as center frequency, insertion loss, band separation, attenuation and so on.

• 한국터널지하공간학회 논문집
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• 제6권1호
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• pp.25-40
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• 2004

밀장전한 암반발파공에서 화약폭발로 전파되는 초음속 충격파는 암반중에 전파되면서 차자로 저음속 충격파, 소성파, 탄성파로 변화된다. 이 연구는 발파압력파의 최대압력 도달시간 산정에 중점을 두었고 연계된 논문 I (the companion paper)에서는 최대 발파업력 산정에 중점을 두었다. 이 연구에서 최대압력 도달시간을 화약밀도, 단열지수, 폭광파속도, 감쇠지수, 동적항복강도, 소성파속도, 암반밀도, 탄성파속도, Hugoniot 상수의 함수식으로 유도하였다 최대합력 도달시간에 대한 매개변수분석 결과 암반특성치가 화약특성치보다 더 크게 영향을 미쳤다. 최대압력 도달시간의 확률분포는 화약과 암반 특성치의 확률분포로부터 Rosenblueth 확률모델로 조합하여 산출되었다. 화약과 암반특성의 불확정성이 발파진동의 불확정성에 미치는 영향을 수치해석으로 분석하였다. 불확정성 분석결괴 화약특성보다 암반특성의 불확정성이 발파진동에 더 크게 영향을 미쳤다. 수치해석 분석결괴 최대 발파양력과 최대양력 도달시간의 바인 하중재하율이 발파진동에 큰 영향을 미쳤다. 또한 화약특성보다 암반특성이 하중재하율에 더 크게 영향을 미쳤다.

• Structural Engineering and Mechanics
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• 제13권6호
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• pp.615-638
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• 2002

This paper presents a method of seismic analysis for a cylindrical liquid storage structure considering the effects of the interior fluid and exterior soil medium in the frequency domain. The horizontal and rocking motions of the structure are included in this study. The fluid motion is expressed in terms of analytical velocity potential functions, which can be obtained by solving the boundary value problem including the deformed configuration of the structure as well as the sloshing behavior of the fluid. The effect of the fluid is included in the equation of motion as the impulsive added mass and the frequency-dependent convective added mass along the nodes on the wetted boundary of the structure. The structure and the near-field soil medium are represented using the axisymmetric finite elements, while the far-field soil is modeled using dynamic infinite elements. The present method can be applied to the structure embedded in ground as well as on ground, since it models both the soil medium and the structure directly. For the purpose of verification, earthquake response analyses are performed on several cases of liquid tanks on a rigid ground and on a homogeneous elastic half-space. Comparison of the present results with those by other methods shows good agreement. Finally, an application example of a reinforced concrete tank on a horizontally layered soil with a rigid bedrock is presented to demonstrate the importance of the soil-structure interaction effects in the seismic analysis for large liquid storage tanks.

• 전산구조공학
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• 제2권4호
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• pp.59-67
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• 1989

본 연구에서는 암반 내에 존재하는 절리가 암반의 구조거동에 미치는 영향을 유한요소해석을 통하여 분석하였다. 절리에 따른 암반의 이방성 비선형 거동을 유한요소화하기 위하여 암반의 응력-변형률 관계를 구성모형화하고, 이를 기준으로 유한유소해석 program을 구성하였다. 여기서, 해석과정에 필요한 계산을 효율적으로 하기 위하여 하중재하 방법과 해석영역의 크기를 검토하여 문제의 크기를 최소화하도록 하였다. 해석대상으로 암반 내에 굴착되는 원형 공동을 택하여 절리의 존재여부에 따른 거동의 변화를 검토하여 절리의 비선형거동이 합리적으로 모형화되었음을 검증하였다. 다음, 절리 방향의 변화에 따라 응력이완상태, 변위, 변형형태 등에 미치는 영향을 검토하였다. 해석 및 분석의 결과, 절리의 방향성은 암반의 비선형거동에 영향을 많이 미치며, 그 영향은 공동의 중심을 기준으로 하여 절리방향에 직각인 방향의 부위에 절리의 활동이 집중되게 한다는 것을 밝혔다. 또한, 원형은 변형 후, 절리의 방향이 장축이 되는 타원형태로 됨을 보였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.505-510
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• 2011

The railroad freight transport has great merits that can transport mass and specific items(dangerous goods), but it takes a long time because of low accessibility to the logistics facility and the complex process of loading freight in middle station. This paper analyzed volumes and characters of each railroad freight item, and was carried out the effect of applying E&S system to Gyeongbu line containers to find the method of reducing transport time and effective container transportation. As a result of Cost-Effectiveness analysis, the block train(B/T) is reducing transport time more about 1~2 hours. The road congestion cost is saving about 2.2 billion won. And due to skipping work of organizing train, personnel and equipment expenses savings expected about 9 billion won. It is expected that the E&S system enhances the container transport service and has an effect positive influence on making a efficient method of transport. But It is necessary to estimate pre-feasibility of applying E&S system that the standard of estimating cost and benefit is required further examination.

• Advances in aircraft and spacecraft science
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• 제7권4호
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• pp.291-308
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• 2020

In this paper, a numerical method is utilized to study the effect of a new vibration absorber on vibration response of the stiffened functionally graded (SFG) cylindrical shell under a couple of axial and transverse compressions. The material composition of the stiffeners and shell is continuously changed through the thickness. The vibration absorber consists of a mass-spring-damper system which is connected to the ground utilizing a linear local damper. To simplify, the spring element of the vibration absorber is called global potential. The von Kármán strain-displacement kinematic nonlinearity is employed in the constitutive laws of the shell and stiffeners. To consider the stiffeners in the model, the smeared stiffener technique is used. After obtaining the governing equations, the Galerkin method is applied to discretize the nonlinear dynamic equation of system. In order to find the nonlinear vibration responses, the fourth order Runge-Kutta method is utilized. The influence of the stiffeners, the dynamic absorber parameters on the vibration behavior of the SFG cylindrical shell is investigated. Also, the influences of material parameters of the system on the vibration response are examined.

• Structural Engineering and Mechanics
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• 제49권4호
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• pp.479-489
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• 2014

In the present study a parametric analysis is conducted to study the effect of pile dimension and soil properties on the nonlinear dynamic response of pile subjected to lateral sinusoidal load at the pile head. The study is conducted on soil-pile model of different pile diameter, pile length and soil modulus, and results are compared to get the effect. The soil-pile system is modelled using Finite element method. The programming is done in MATLAB. Time history analysis of model is done for varying non-dimensional frequency of load and the results are compared to get the non-dimensional frequency at which pile head displacement is maximum in each case. Maximum possible bending moment and soil-pile interacting forces for the dynamic excitation of the pile is also compared. When results are compared with the linear response, it is observed that non-dimensional frequency is reduced in nonlinear response on account of reduction in the soil stiffness due to yielding. Nonlinear response curve shows high amplitude as compared to linear response curve.

• 한국전산구조공학회논문집
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• 제14권3호
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• pp.391-399
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• 2001

본 논문에서는 지하수의 영향을 고려하여 발파로 인한 폭발하중에 대한 지하공동구조체의 3차원 동적해석을 수행하였다. 지하공동 주변 암반체는 13.5%의 공극율을 갖는 석회암으로 가정하였으며, 동일한 폭발하중에 대해 주변 암반체의 공극이 완전히 건조한 경우와 이 공극이 완전 포화된 경우로 나누어 해석을 수행하였다. 수치해석결과 지하공동구조체가 포화된 암반체에 위치하는 경우가 건조한 암반체에 위치하는 경우에 비해 속도, 변위, 응력이 모두 크게 발생하였다. 그리고 포화된 암반체의 지하공동구조체 부근에서는 전단파괴의 가능성이 발생함을 확인할 수 있었다.