• 한국안광학회지
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• 제12권3호
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• pp.71-75
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• 2007

본 연구는 2005년 3월 1일부터 2007년 2월 28일까지 광주광역시 소재의 안경원에 방문한 40세에서 80세까지 성인 208명을 대상으로 크로스실린더 검사법을 이용하여 연령별 및 성별에 따른 노안의 근용 가입도를 검사하였으며 결과는 다음과 같다. 1. 연령에 따른 굴절이상 분포는 정시 5%, 근시 34%의 분포를 보였으며, 원시의 경우 43%로 정시 또는 근시 보다 높은 분포를 보였다. 혼합난시는 조사 대상자 중 총 18%의 분포를 보였다. 2. 연령과 성별에 따른 노안 가입도는 남자의 경우 각 연령군에서 평균 가입도가 40세-44세는 +0.75D, 45세-49세는 +1.25D, 50세-54세는 +1.41D, 55세-59세는 +1.92D, 60세-64세 +2.35D, 65세-69세 +2.97D, 70세 이상은 +3.12D이었으며, 여자의 경우 각 연령군에서 평균 가입도가 40세-44세는 +1.08D, 45세-49세는 +1.38D, 50세-54세는 +1.67D, 55세-59세는 +2.05D, 60세-64세 +2.50D, 65세-69세 +2.57D, 70세 이상은 +3.18D로 각 연령군에서 평균 가입도가 남자보다 높게 조사되었다. 3. 연령별 노안의 난시축 분포는 도난시의 경우 검사대상 중 총 61.2%로 직난시 2.8%와 사난시 36.0%보다 높게 분포하였다. 양안을 기준으로 하는 각 연령별 군의 평균 가입도는 40세-44세 군이 +0.75D 또는 +1.00D, 45세-49세 군은 +1.25D 또는 +1.50D, 50세-54세 군은 +1.50D, 55세-59세 군은 +2.00D, 60세-64세 군은 +2.50D, 65세-69세 군은 +2.50D 또는 +2.75D, 70세 이상 +3.00D 또는 +3.25D의 평균 가입도를 나타냈다.

• Smart Structures and Systems
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• 제17권1호
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• pp.31-43
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• 2016

Applications of ultrasonic tomography to concrete structures have been reported for many years. However, practical and effective application of this tool for nondestructive assessment of internal concrete condition is hampered by time consuming transducer coupling that limits the amount of ultrasonic data that can be collected. This research aims to deploy recent developments in air-coupled ultrasonic measurements of solids, described in Part 1 of this paper set, to concrete in order to image internal inclusions. Ultrasonic signals are collected from concrete samples using a fully air-coupled (contactless) test configuration. These air coupled data are compared to those collected using partial semi-contact and full-contact test configurations. Two samples are considered: a 150 mm diameter cylinder with an internal circular void and a prism with $300mm{\times}300mm$ square cross-section that contains internal damaged regions and embedded reinforcement. The heterogeneous nature of concrete material structure complicates the application and interpretation of ultrasonic measurements and imaging. Volumetric inclusions within the concrete specimens are identified in the constructed velocity tomograms, but wave scattering at internal interfaces of the concrete disrupts the images. This disruption reduces defect detection accuracy as compared with tomograms built up of data collected from homogeneous solid samples (PVC) that are described in Part 1 of this paper set. Semi-contact measurements provide some improvement in accuracy through higher signal-to-noise ratio while still allowing for reasonably rapid data collection.

• Smart Structures and Systems
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• 제26권5호
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• pp.619-629
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• 2020

Solar towers, which often has a large aspect ratio and low fundamental natural frequency, were extremely prone to large amplitude of wind-induced vibrations, especially Vortex-Induced Vibration (VIV). A tiny Tuned Mass Damper (TMD) with conveniently adjustable eddy current damping was specially designed and manufactured for elastic wind tunnel tests of a solar tower. A series of numerical simulations by using the COMSOL software were conducted to determine three key parameters, including the thickness of the back iron plate and the conductive plate (T_b and T_c), the distance between the magnet and the conductive plate (T_d). Based on the results of numerical simulations, a tiny TMD was manufactured and its structural parameters were experimentally identified. The optimized values of the tiny TMD can be conveniently realized. The tiny TMD was installed at the top of the elastic test model of a 243-meter-high solar tower, and a series of wind tunnel tests were carried out to examine the effectiveness of the TMD in suppressing wind-induced responses of the test model. The results showed that the wind-induced responses could be obviously reduced by the TMD, especially in the cross-wind direction. The cross-wind RMS and peak responses at the critical wind velocity can be reduced by about 86% and 75%, respectively. However, the maximum reduction of the responses at the design wind velocity is about 45%, obviously less than that at the critical wind velocity.

• Wind and Structures
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• 제18권2호
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• pp.181-194
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• 2014

A major problem with high-mast light poles is the effects that wind vortex shedding can have on the pole itself because of the lock-in phenomenon. It is desired that the coefficients in the AASHTO Standard Specifications ($5^{th}$ edition) for Structural Supports for Highway Signs, Luminaries, and Traffic Signals be analyzed and refined. This is for the belief that the span of the shapes of poles for which the coefficients are used is much too broad and a specific coefficient for each different shape is desired. The primary objective of this study is to develop wind vortex shedding coefficient for a multisided shape. To do that, an octagonal shape was used as the main focus since octagonal cross sectioned high-mast light poles are one of the most common shapes in service. For the needed data, many wind parameters, such as the static drag coefficient, the slope of aerodynamic lift coefficient, Strouhal number, the lock-in range of wind velocities producing vibrations, and variation of amplitude of vortex-induced vibration with Scruton number are needed. From wind tunnel experiments, aerodynamic parameters were obtained for an octagonal shape structure. Even though aerodynamic coefficients are known from past test results, they need to be refined by conducting further wind tunnel tests.

• 대한조선학회논문집
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• 제42권5호
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• pp.528-533
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• 2005

A mono-static high frequency acoustic target strength analysis scheme was developed for underwater targets, based on the far-field Kirchhoff approximation. Au adaptive triangular beam method and a concept of virtual surface were adopted for considering the effect of hidden surfaces and multiple reflections of an underwater target, respectively. A test of a simple target showed that the suggested hidden surface removal scheme is valid. Then some numerical analyses, for several underwater targets, were carried out; (1) for several simple underwater targets, like sphere, square plate, cylinder, trihedral corner reflector, and (2) for a generic submarine model, The former was exactly coincident with the theoretical results including beam patterns versus azimuth angles, and the latter suggested that multiple reflections have to be considered to estimate more accurate target strength of underwater targets.

• 대한기계학회논문집B
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• 제37권1호
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• pp.9-18
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• 2013

이상 횡 유동은 응축기, 증발기와 원자로 증기발생기와 같은 쉘과 튜브의 열 교환기에서 볼 수 있다. 이상 유동장에 놓인 구조물에 작용하는 수동력을 이해하기 위해서는 이상유동의 특성을 이해하는 것이 중요하다. 이상 유동의 유동특성과 유동변수를 소개하고 관군에서의 압력손실과 실린더에 작용하는 압력분포에 의한 수동력을 평가하기 위한 실험을 수행하였다, 실험부 입구에서 이상유동은 혼합되었으며 실험은 횡 방향 이상 유동장에 놓인 정규 삼각형 배열을 갖는 관군을 사용하여 수행하였다. 관군에서의 흐름방향 압력손실을 측정하여 이상유동의 마찰승수를 계산하고 이론적 결과와 비교하였다. 또한 특정 실린더에 작용하는 원주 방향 압력 분포의 측정결과와 이상유동의 기초이론에 근거하여 압력손실계수의 분포 및 항력계수에 미치는 체적건도와 단위면적당 질량유량의 효과를 평가하였다. 튜브 표면에 작용하는 측정된 압력을 수치해석방법으로 적분하여 항력계수를 계산하였다. 작은 질량 유량의 경우에 측정된 마찰 승수는 기존의 이론 결과와 잘 일치하며 압력분포에 의한 항력계수에 작용하는 기공률의 영향은 기존의 실험결과와 정성적으로 유사한 경향을 보이고 있다.

• 한국해양공학회지
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• 제33권4호
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• pp.350-357
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• 2019

The development of marine technology is expected to increase the demand for marine plants because of increasing oil prices. Therefore, there is also expected to be an increase in the demand for cylindrical structures such as URF (umbilical, riser, flowline) structures and spars, which are used operating in various seas. However, a cylindrical structure experiences vortex induced motion (VIM) in a current. In particular, for risers and umbilicals, it is important to identify the characteristics of the VIM because interference between structures can occur. In addition, various studies have been conducted to reduce VIM because it is the cause of fatigue damage to structures. The helical strake, which was developed for VIM reduction, has an excellent VIM reduction performance, but is difficult to install on structures and has a negative effect on heave motion. Therefore, the purpose of this study was to supplement the shortcomings of the helical strake and develop a high-performance reduction device. In the reduction device developed in this study, a string is placed around the structure inside the flow, causing vibration. The vibration of this string causes a small turbulence in the flow field, reducing the VIM effect on the structure. Finally, in this study, the 2-DOF motion characteristics of models without a suppression device, models with a helical strake, and models with a string were investigated, and their reduction performances were compared through model tests.

• 한국해양공학회지
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• 제30권2호
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• pp.91-99
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• 2016

The global demand for oil and natural gas has increased, and resource development is moving to the deep sea. Floating and flexible offshore structures such as semi-submersible, spar, and FPSO structures have been widely used. The major equipment of floating structures is always exposed to waves, currents, and other marine environmental factors, which cause structural damage. Moreover, flexible risers are susceptible to an exciting force due to the motion of the floating body. The inline and transverse responses from the three-dimensional behavior of a floating structure occur because of various forces. Typical risers are made of steel pipe and applied in the oil and gas development field, but flexible materials such as polyethylene are suitable for OTEC risers. Consequently, the optimal design of a flexible offshore plant requires a dynamic behavior analysis of slender bodies made of the different materials commonly used for offshore flexible risers. In this study, a three-dimensional motion measurement device was used to analyze the displacements of riser models induced by external force factors, and forced oscillation of a riser was linked to forced oscillation under a steady flow and regular wave condition.

• 한국안광학회지
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• 제17권1호
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• pp.59-65
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• 2012

목적: 본 연구는 굴절이상에 따른 조절래그의 분포와 연관성을 알아보고자 하였다. 방법: 양안시 기능에 문제가 없는 만18세~25세 이하 초년 성인을 대상으로 우안 49안, 좌안 49안(총 98안)의 굴절이상과 조절래그를 검사하였다. 조절래그는 LogMAR 시력 0.05(소수시력 0.9) 이상 완전교정한 후에 크로스실린더와 근거리 십자시표를 이용하여 단안과 양안을 측정하였다. 결과: 단안의 조절래그량은 우안 $0.64{\pm}0.64$ D, 좌안 $0.63{\pm}0.64$ D로 우안이 많았지만 통계적인 차이는 없었다(p=0.858). 양안에서는 남자가 1.50 ~ -0.75($0.31{\pm}0.44$)로 여자 0.50 ~ -0.75$-0.02{\pm}0.33$) 보다 평균값의 범위가 넓고 크게 나타났으며(p=0.015), 동공간 거리가 멀수록 조절래그량은 많았지만(p=0.003) 연령과 우위안에 따른 분석에서는 차이가 없었다(p=0.800, p=0.402). 굴절이상에 따른 조절래그 범위는 저도근시 0.75 ~ -0.25 D, 중등도 근시 1.25 ~ -0.50 D, 고도근시 1.50 ~ -0.75 D로 분포하였고 등가구면 굴절력과는 y = -0.03953x+0.09205의 관계식을 나타냈다. 결론: 조절래그는 등가구면 굴절력이 클수록 분포범위가 넓고 평균값이 높은 것으로 분석되었다.

• 한국전자파학회논문지
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• 제21권4호
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• pp.408-416
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• 2010

본 논문에서는 X-밴드 대역의 지상운용용 HPS(Hongik Polarimetric Scatterometer) 시스템 보정에 관한 연구 결과를 선보인다. Scatterometer 시스템 보정을 위해 이론적으로 RCS(Radar Cross Section)가 잘 알려진 금속구, 삼각수동 반사기(trihedral corner reflector), 금속봉 등과 같은 보정용 목표물을 이용하여 이론값과 측정값을 비교함으로써 scatterometer 시스템의 왜곡 정도를 분석한다. 실외 환경에서 scatterometer 시스템을 이용하는 실제 측정상황의 보정 정확도는 보정용 목표물의 정확하고 안정된 측정에 의해 좌우되므로 이를 보완하기 위해 HPS 시스템의 입사각(${\xi}-$, ${\phi}-$방향) 제어 기능을 응용한 자동화된 2차원 목표물 스캐닝 측정법(2-D target scanning technique) 을 함께 선보인다. 이때, scatterometer 시스템의 왜곡 정도를 보정하기 위한 기법으로는 GCT(General Calibration Technique) 기법과 STCT(Single Target Calibration Technique) 기법을 비교 연구하였으며, 보정 정확도를 분석하기 위해서 시험용 목표물로 삼각 수동 반사기의 편파별 RCS와 위상차를 측정/비교하였다. 시스템 보정 정도를 검증하기 위해 세 종류(10/20/30 cm)의 삼각수동 반사기를 이용하였으며, 동일 편파 RCS는 GCT 기법과 STCT 기법을 이용하여 각각 ${\pm}1.0$ dB과 ${\pm}0.5$ dB의 오차 범위에서 보정되었다. 또한, 동일 편파간 위상차( ${\phi}_{hh}-{\phi}_{vv}$)는 이론 값과 비교하여 $-20^{\circ}{\sim}0^{\circ}$와 약 ${\pm}5^{\circ}$의 오차를 각각 보였다.