• 한국해양공학회지
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• 제16권4호
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• pp.7-12
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• 2002

This study is aimed to find the scouring mechanism at the toe of rubble mound structures. To investigate the characteristics of scouring in front of the structure, experiments were performed with regular waves in a 2-D flume. The results of this study are as follows. 1) It can be said the characteristics of incident wave causes rolling and sliding of armour block. The difference of wave pressure on the slope, internal flow as well as settlement of armour block due to the weight cause scouring. 2) It is observed that scouring depth at the toe increased when wave height or period increased. The location of ultimate scouring and deposition depth moved seaward when wave period increased. 3) The failure of rubble mound structure was caused by waves or scouring. Failure by erosion increased with high waves and long waves. 4) Using surf-similarity parameter including characteristics of incident waves and structure, scouring and deposition pattern were found and their limit was formulated.

• 한국해양공학회지
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• 제5권1호
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• pp.55-63
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• 1991

This study is to predict accurately the wave induced current accuring by the radiation stress which acts as the driving force around Nearshore structure. For the wave induced current, the depth integrated and time averaged governing equation of an unsteady nonlinear form is derived from the continuity and momentum equation of an incompressible fluid. Numerical solutions are obtained by a finite difference method for the governing equation. In the vicinity of a structure, computed flow patterns show good agreement with the hydraulic experimental data. The numerical results obtained by neglecting the convective term show a large change of alongshore and offshore current.

• 한국항만학회지
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• 제7권1호
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• pp.79-88
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• 1993

This study deals with the case of a fixed floating structure(FFS) at the mouth of a rectangular harbor under the action of waves represented by the linear wave theory. Modified forms of the mild-slope equation is applied to the propagation of regular wave over constant water depth. The model is extended to include bottom friction and boundary absorption. A hybrid element approximation is used for calculation of linear wave oscillation in and near coastal harbor. Modification of the model was necessary for the FFS. For the conditions tested, the results of laboratory experiments by Ippen and Goda(1963), and Lee (1969) are compared with the calculated one from this model. The cases of flat cylinderical structures, both fixed and floating, were taken to be in an intermediate water depth.

• 한국수자원학회논문집
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• 제47권1호
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• pp.11-24
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• 2014

본 연구에서는 3차원 수치모형(ANSYS CFX model)을 이용하여 수조 내 다공성 구조물을 통과하는 댐 붕괴파의 전파특성에 대한 수치적 분석을 수행하였다. 다공성 구조물 내 및 주위에서의 수심분포에 대한 기존의 측정된 결과와 모의된 결과를 비교한 결과 비교적 잘 일치하는 것으로 나타났다. 또한 수조 내에 다공성 구조물이 부분적으로 존재하고 있을 경우에 대한 3차원 흐름구조를 수치적으로 분석하였다. 전반적으로 다공성 구조물이 존재하는 영역에 비해 존재하지 않은 영역에서 수심의 급격한 변동이 보다 크게 나타났으며, 따라서 다공성 구조물은 수심의 급격한 변동을 감소시키는 역할을 하는 것으로 나타났다.

• 한국해안·해양공학회논문집
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• 제28권4호
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• pp.240-249
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• 2016

본 연구에서는 회절을 고려하여 반무한방파제 형식의 직립구조물에 작용하는 지점별 파력 분포를 검토하였다. 비쇄파 조건에서 직립구조물에 작용하는 규칙파 및 불규칙파의 파력에 대해 방파제 전, 후면의 회절을 모두 고려하여 연구하였다. 방파제의 폭이 0인 조건을 비교 대상의 기준 조건으로 채택하였다. 규칙파의 경우 방파제 두부(head of breakwater)에서는 전후면의 입사파 및 회절파가 동시에 작용하여 상대 파력이 0이 되었으며, 두부에서 멀어지면 상대 파력 1.0을 중심으로 진동하는 패턴이 나타났다. 또한 경사입사각이 증가할 경우 규칙파의 상대 파력은 감소하는 경향을 보였다. 본 연구에서는 제곱평균의 제곱근비와 파력 스펙트럼을 이용하여 불규칙파의 상대 파력을 정의하였다. 각 성분파가 갖는 임의의 위상을 고려한 경우와 고려하지 않은 경우를 비교하였으며, 그 결과는 거의 동일하게 나타났다. 불규칙파의 경우 방파제 두부 근처에서 규칙파와 마찬가지로 상대 파력이 0으로 나타났으며, 두부에서 멀어질 때에는 다양한 성분파의 합성에 의해 상대 파력 1.0을 기준으로 진동하는 패턴이 비교적 약하게 나타났다.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2008년도 하계종합학술대회
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• pp.411-412
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• 2008

The high performance 94 GHz MMIC(Monolithic Micro-wave Integrated Circuit) single balanced mixer was designed and fabricated, using MHEMT structure based diodes and a CPW(Coplanar Waveguide) tandem coupler. A novel single-balanced structure of diode mixer is proposed in this work, where a 3-dB tandem coupler with two section of parallel-coupled line. Implemented air-bridge crossover structures achieve wide frequency operation and the fabricated mixer exhibits excellent LO-RF isolation, larger than 30 dB, in the 5 GHz bandwidth of 91-96 GHz. A good conversion loss of 7.4 dB is measured at 94 GHz. The proposed MHEMT-based diode mixer shows superior LO-RF isolation and conversion loss to those of the W-band mixers reported to date.

• 한국해양공학회지
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• 제19권3호
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• pp.18-24
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• 2005

Wave overtopping is one of the most important processes for the design of seawalls. The term "wave overtopping" is used here to refer to the processes where waves hit a sloping structure run up the slope and, if the crest level of the slope is lower than the highest run up level, overtop the structure. Wave overtopping is dependent on the processes associated with breaking wave. A numerical model based on Navier-Stokes equation and the Marker-density function for predicting wave overtopping of coastal structures is developed in this paper. In order to evaluate the present model, two simulations are tested. One is overflow without waves at vertical seawall, and the other is wave overtopping at sloping seawalls.

• 한국정보통신학회논문지
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• 제16권3호
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• pp.440-447
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• 2012

천수변형, 굴절, 회절, 반사, 쇄파에 의한 에너지감쇠를 모두 고려한 시간의존완경사방정식을 이용하여 50년 빈도 설계파 내습시 매립과 방파제 설치에 따른 파랑변형 수치실험을 수행하였다. 항의 입구에서 입사되는 파랑은 만내부로 진입하는 과정에서 바닥에 의한 에너지 감쇠와 쇄파 작용 등으로 인해 파고의 점진적 감소가 나타났다. 매립후 75 m의 방파제를 설치하였을 경우 방파제 배후에서 파고분포는 29~128 cm 범위로 일부 해역에서 항만 정온도가 확보되는 것으로 나타났다. 보다 넓은 해역에서 정온도를 확보하기 위해서는 방파제의 길이를 100 m 이상 확장하는 것이 타당할 것으로 판단된다. 그리고, 방파제를 설치하였을 경우 방파제 배후에서 파고는 80% 이상 감소하였다.

• Earthquakes and Structures
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• 제18권4호
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• pp.467-480
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• 2020

Concrete rectangular liquid storage tanks are widely used, but there are many cases of damage in previous earthquakes. Nonlinear fluid-structure interaction (FSI) is considered, Mooney-Rivlin material is used for rubber bearing, nonlinear contact is used for sliding bearing, numerical calculation models of no-isolation, rubber isolation, sliding isolation and hybrid isolation concrete rectangular liquid storage tanks are established; dynamic responses of different structures are compared to verify the effectiveness of isolation methods; and influences of earthquake amplitude, bidirectional earthquake and far-field long-period earthquake on dynamic responses are investigated. Results show that for liquid sloshing wave height, rubber isolation cause amplification effect, while sliding isolation and hybrid isolation have reduction effect; displacement of rubber isolation structure is much larger than that of sliding isolation with limiting-devices and hybrid isolation structure; when PGA is larger, wall cracking probability of no-isolation structure becomes larger, and probability of liquid sloshing wave height and structure displacement of rubber isolation structure exceeds the limit is also larger; under bidirectional earthquake, occurrence probabilities that liquid sloshing wave height and structure displacement of rubber isolation structure exceed the limit will be increased; besides, far-field long-period earthquake mainly influences structure displacement and liquid sloshing wave height. On the whole, control effect of sliding isolation is the best, followed by hybrid isolation, and rubber isolation is the worst.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2002년도 ICCAS
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• pp.86.6-86
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• 2002

This work presents a study on development of a practical and quantitative technique for assessment of the healthy state of a structure by piezoelectric impedance-based technique associated with longitudinal wave propagation measuring method. A truss structure embedded with piezoelectric patches is investigated for a fundamental study on estimation of the looseness of bolts in the joint. In order to evaluate the minute mechanical impedance change due to loosening bolt, a harmonic longitudinal elastic wave is applied to the structure by a pair of PZT patches and their electric impedance is measured simultaneously. According to the experimental results, the change of the electric impedance of P...