• Structural Monitoring and Maintenance
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• 제6권3호
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• pp.191-218
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• 2019

The aim of the present investigation is to examine the propagation of plane waves in transversely isotropic homogeneous magneto thermoelastic rotating medium with fractional order heat transfer. It is found that, for two dimensional assumed model, there exist three types of coupled longitudinal waves (quasi-longitudinal, quasi-transverse and quasi-thermal waves). The wave characteristics such as phase velocity, attenuation coefficients, specific loss, penetration depths, energy ratios and amplitude ratios of various reflected and transmitted waves are computed and depicted graphically. The conservation of energy at the free surface is verified. The effects of rotation and fractional order parameter by varying different values are represented graphically.

• 지구물리와물리탐사
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• 제8권1호
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• pp.26-33
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• 2005

최근 들어 토목관련 천부층 조사에 다중 모드 표면파 위상 속도의 역산이 많은 관심을 받고 있다. 감도 분석, 그리고 합성탄성파자료와 현장자료의 역산 결과는 이 방법이 기본 모드만을 이용하는 것에 비해 매우 효과적임을 보여주고 있다. 이중 모드 레일리 파의 위상속도들에서 층의 두께와 전단파 속도에서의 조그만 변화는 고차 모드의 감도들을 (a) 다른 주파수 대역들에 모이게 하고 (b) 심도가 깊어질수록 기본 모드보다도 더 크게 한다. 이 관찰을 통해 다중 모드 위상 속도 역산을 이용하면 기본 모드 자료들만의 역산에 비해 변수값들을 더 잘 구분해 낼 수 있고 깊은 구조, 특히 속도 역전이 일어난 구조에 대해 보다 나은 영상을 얻을 수 있음을 알 수 있다. 20 m 깊이에 저속도층이 존재하는 모델에서 이론적인 위상 속도들의 역산은 1차 모드만 첨가될 때 단지 연암층만을 영상화할 수 있다. 이 사실은 측정 가능한 가장 낮은 주파수가 단지 6 Hz 일 때 특히 중요하다. 현장시험들이 시추공과 PS 검층을 이용하여 조사된 지역들에서 행해졌다. 첫 번째 지역에서는 일본에서 심부 지질조사에 주로 이용되는 microtremor 배열 탐사가 35 m 깊이까지 토양층을 탐사하기 위해 사용되었다. 두 번째 지역에서는 12 m 깊이까지 조사하기 위해 sledgehammer 음원과 선형 다중 채널 수진기 전개를 이용하여 자료가 얻어졌다. 분산곡선 분석을 위해서 주파수-파수 파워 스펙트럼법이 사용되었고 각각의 시험에서 2차 모드의 속도까지 구해졌다. 다중 모드 역산 결과는 PS 검층기록과 잘 일치한다. 하지만 단지 기본 모드만을 이용하여 얻어진 결과는 매립지 아래의 천부 연암층까지의 깊이를 매우 작게 평가하였다.

• 오토저널
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• 제14권6호
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• pp.81-90
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• 1992

This paper deals with an experimental study on the initial condition of liquid film surface waves disintegration and investigation on the behavior of liquid film surface waves formed by the high speed air flow on the solid plane surface. The authors conducted the qualitative and quantitative study to in vestigate the liquid film flow phenomena, the liquid film disintegration mechanism, and droplet formation process with breaking the liquid film surface wave. The newly devised transparent rectangular test section which has semi-two-dimensional flow at the center of the bottom was introduced to perform the experimental study, and it can generate the uniform thickness liquid film at the bottom. The strobo streak camera was used to obtain the instantaneously transformed photographs. The electronic measuring device was also used to measure the liquid film thickness variation in order to perform the easy and effective analysis of complex flow phenomena in the air-water cocurrent flow.

• 건축역사연구
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• 제24권5호
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• pp.49-58
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• 2015

The purpose of this study is to analyze the overall condition of the foundation for the three storied stone pagoda of Bulguksa temple in GyeongJu. As a research method, exploration of the electrical resistivity, refraction seismic, surface wave exploration, GPR exploration, Reputation loading test. The results of the investigation, the range of the foundation was formed in foundation stone outskirts of 1.5 ~ 2.0m. It was confirmed to be about 2.0m depth. The depth of the foundation becomes shallower from the base portion to the outside. And the bearing capacity of foundation was sufficient conditions to weight. It can sufficiently support the weight of pagoda. And, the result of this investigation becomes basis data for repair work.

• 비파괴검사학회지
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• 제18권6호
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• pp.445-454
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• 1998

본 연구는 박판 용접부 결함 검출 기법의 확립을 위해서 실시된 기초 연구로서, 전기강판 소재의 모재에 인위적인 결함을 작성하고, 이론 및 시험적 결과를 이용하여 결함을 검출하기 위한 최적의 조건과 임계 검출 결함 크기를 조사한 것이다. 이를 위해서 소재의 dispersion curve를 구하고, 두께 2.4mm의 박판에 대해서 tone burst방식에 의한 초음파 탐상을 실시하였다. 실험적 검토를 행한 결과 840kHz의 가진 주파수와 30도 그리고 85도의 입사각이 최적의 탐상 조건임을 알았다. 한편, 초음파의 속도와 dispersion커브를 비교 검토하여 본 바, 30도의 입사각에서 발생하여 전파하는 초음파는 symmetic mode이고 85도의 입사각에서는 antisymmetric mode의 파가 전파하고 있었다. 결함의 위치와 형상에 따라 반사파의 특성이 다르게 나타나고 있었으며, 특히 표면 결함의 경우에는 antisymmetric 모드의 초음파가 symmetric 모드 보다 높은 반사파 에너지를 나타내고 있었다. 또한 이러한 초음파 모드의 종류와 결함 검출과의 관계에 대해서는 유도파의 구조에 의해서 설명이 가능했다.

• 한국해양공학회지
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• 제15권2호
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• pp.11-21
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• 2001

The focus of this paper is on the numerical investigation of obliquely incident wav interactions with a system composed of fully submerged and floating dual buoy/vertical-flexible-membrane breakwaters placed in parallel with spacing between two systems. The fully submerged two systems allow surface and bottom gaps to enable wave transmission over and under the system. The problem is formulated based on the two-dimensional multi-domain hydro-elastic linear wave-body interaction theory. The hydrodynamic interaction of oblique incident waves with the combination of the rigid and flexible bodies was solved by the distribution of the simple sources (modified Bessel function of the second kind) that satisfy the Helmholz governing equation in fluid domains. A boundary element program for three fluid domains based on a discrete membrane dynamic model and simple source distribution method is developed. Using this developed computer program, the performance of various dual systems varying buoy radiuses and drafts, membrane lengths, gaps, spacing, mooring-lines stiffness, mooring types, water depth, and wave characteristics is thoroughly examined. It is found that the fully submerged and floating dual buoy/membrane breakwaters can, if it is properly tuned to the coming waves, have good performances in reflecting the obliquely incident waves over a wide range of wave frequency and headings.

• 한국지반공학회논문집
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• 제19권2호
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• pp.135-146
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• 2003

본 논문에서는 지반의 전단파 속도 주상도를 획득하기 위한 현장 시험법으로 표준관입시험 샘플러를 가진원으로 이용한 업홀 시험기법을 연구하였다. 제안된 업홀 시험은 지표면에 여러 개의 속도계를 시추 장비로부터 일정한 간격으로 한 줄로 배치를 하고 표준관입시험의 시료 채취기로부터 발생되는 진동원의 신호를 계측하여 지반의 전단파속도 주상도를 도출하는 방법이다. 여러 선행 실험을 통하여 확립된 업홀 시험 방법 및 결과 분석법에 대해 소개하였다. 진동원과 감지기간의 거리가 멀기 때문에 지반에서 진행되는 전단파의 진행 경로는 지반의 강성 변화에 근거한 굴절 경로를 적용하였다. 국내 3개 시힘 부지에서 수행한 업홀 시힘결과를 동일 부지에서 행한 다운홀, SASW시험 및 SPT-N치와 비교하여 봄으로써 제안된 업홀 시험의 현장 적용성을 확인하였다.

• 한국항해학회지
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• 제17권1호
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• pp.37-48
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• 1993

When the vessel is running at the very low Froude numbers, the free-surface is difficult to be disturbed, wave-making is negligible, and the double -model velocity potential gives a very good approximation for calculating the velocity distribution just outside the boundary layer. If the speed of incident flow is gradually increased, the most perceptible change is the rise of the flow surface at stem. With further increase in speed, the nature of the flow at the bow changes completely, The flow ahead of the bow becomes more distrubed, the rise at the stem to stagnation height disappear, and the first wave crest, of less than the stagnation height, appears a small distance downstream from the stem. The present study is concerned with a small region of this flow, mainly in the bow region. The present investigation is primarily an experimental study of the flow in the bow region of s ship model, and it is undertaken in order to investigated systematically, the effect of bow geometry on this flow. The long-range objective is to use these results to guide the development of a mathematical model for predicting the flow about a ship's bow.

• Earthquakes and Structures
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• 제4권5호
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• pp.557-585
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• 2013

The recent huge earthquake ground motion records in Japan result in the reconsideration of seismic design forces for nuclear power stations from the view point of seismological research. In addition, the seismic design force should be defined also from the view point of structural engineering. In this paper it is shown that one of the occurrence mechanisms of such large acceleration in recent seismic records (recorded in or near massive structures and not free-field ground motions) is due to the interaction between a massive building and its surrounding soil which induces amplification of local mode in the surface soil. Furthermore on-site investigation after earthquakes in the nuclear power stations reveals some damages of soil around the building (cracks, settlement and sand boiling). The influence of plastic behavior of soil is investigated in the context of interaction between the structure and the surrounding soil. Moreover the amplification property of the surface soil is investigated from the seismic records of the Suruga-gulf earthquake in 2009 and the 2011 off the Pacific coast of Tohoku earthquake in 2011. Two methods are introduced for the analysis of the non-stationary process of ground motions. It is shown that the non-stationary Fourier spectra can detect the temporal change of frequency contents of ground motions and the displacement profile integrated from its acceleration profile is useful to evaluate the seismic behavior of the building and the surrounding soil.

• Ocean Systems Engineering
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• 제10권1호
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• pp.1-23
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• 2020

Hydrodynamic Drag of Surface combatants pose significant challenges with regard to fuel efficiency and exhaust emissions. Stern flaps have been used widely as an energy saving device, particularly by the US Navy (Hemanth et al. 2018a, Hemanth Kumar and Vijayakumar 2018b). In the present investigation the effect of flap turning angle on drag reduction is numerically and experimentally studied for a high-speed displacement surface combatant fitted with a stern flap in the Froude number range of 0.17-0.48. Parametric investigations are undertaken for constant chord length & span and varying turning angles of 5° 10° & 15°. Experimental resistance values in towing tank tests were validated with CFD. Investigations revealed that pressure increased as the flow velocity decreased with an increase in flap turning angle which was due to the centrifugal action of the flow caused by the induced concave curvature under the flap. There was no significant change in stern wave height but there was a gradual increase in the stern wave steepness with flap angle. Effective length of the vessel increased by lengthening of transom hollow. In low Froude number regime, flow was not influenced by flap curvature effects and pressure recovery was marginal. In the intermediate and high Froude number regimes pressure recovery increased with the flap turning angle and flow velocity.