• Wind and Structures
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• 제11권4호
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• pp.303-321
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• 2008

When first commissioned, the 1.6 km span 275kV Severn Crossing Conductor experienced large amplitude vibrations in certain wind conditions, but without ice or rain, leading to flashover between the conductor phases. Wind tunnel tests undertaken at the time identified a major factor was the lift generated in the critical Reynolds number range in skew winds. Despite this insight, and although a practical solution was found by wrapping the cable to change the aerodynamic profile, there remained some uncertainty as to the detailed excitation mechanism. Recent work to address the problem of dry inclined cable galloping on cable-stayed bridges has led to a generalised quasi-steady galloping formulation, including effects of the 3D geometry and changes in the static force coefficients in the critical Reynolds number range. This generalised formulation has been applied to the case of the Severn Crossing Conductor, using data of the static drag and lift coefficients on a section of the stranded cable, from the original wind tunnel tests. Time history analysis has then been used to calculate the amplitudes of steady state vibrations for comparison with the full scale observations. Good agreement has been obtained between the analysis and the site observations, giving increased confidence in the applicability of the generalised galloping formulation and providing insight into the mechanism of galloping of yawed and stranded cables. Application to other cable geometries is also discussed.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2003년도 추계학술대회 논문집(II)
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• pp.429-435
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• 2003

This paper presents the case studies of Tubular Roof construction Method(T.R.c.M) and Semi Shield method, which were applied to the tunnel excavation under the pre-existing railways. It was proved that T.R.c.M was an effective and safe method for the tunnel excavated in soft soil, giving little damage to the railways located a few meters above. Semi Shield was also performed successfully to bore a tunnel in soft and hard rock, minimizing the ground settlement and tilting of vulnerable fuel tanks. Site and soil conditions are also discussed, which led these relatively new methods to success. Finally, comparison of the measurement results and the design values are made to verify and improve the current design practice.

• Wind and Structures
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• 제31권3호
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• pp.209-216
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• 2020

Aiming at the wind-resistant design of a sea-crossing arch bridge, the static aerodynamic coefficients of its girder (composed of stretches of π-shaped cross-section and box cross-section) were studied by using computational fluid dynamics (CFD) numerical simulation and wind tunnel test. Based on the comparison between numerical simulation, wind tunnel test and specification recommendation, a combined calculation method for the horizontal force coefficient of intermediate and small span bridges is proposed. The results show that the two-dimensional CFD numerical simulations of the individual cross sections are sufficient to meet the accuracy requirements of engineering practice.

• 한국가시화정보학회지
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• 제2권1호
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• pp.32-38
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• 2004

A new PIV technique was developed for decreasing optical error which was created during simultaneous measurements of velocity fields at a wall-normal plane and wall-parallel plane by a plane PIV and a Stereo-PIV systems. For experimental study, two different Reynolds number based on momentum thickness, Re$_{ =514 and 934 were generated in a blowing type wind tunnel under the condition of zero pressure gradient. The two Nd:Yag laser systems and three CCD cameras were synchronized. to obtain instantaneous velocity fields at the same time. To avoid optical noise at the crossing line by the two laser light sheets, a new optical arrangement using polarization was applied. The obtained velocity fields show the existence of hairpin packet structure vividly and the idealized hairpin vortex signature is confirmed by experiment.

• 한국철도학회논문집
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• 제14권5호
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• pp.391-397
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• 2011

본 논문에서는 차세대 고속전철에 적용하기 위하여 개발한 객차용 창문의 압력시험에 관하여 연구 하였다. 열차 외부에 가장 큰 압력변동이 발생하는 시점이 터널내부에서 2개편성의 열차가 최고 속도로 서로 교행해서 지나갈 때이며 이때 발생 가능한 압력값을 부가할 수 있는 시험장비를 개발하여 NFF 31-314의 기준에 따라 시험을 수행하고 평가 하였다.

• 한국측량학회지
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• 제30권6_2호
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• pp.623-629
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• 2012

During the construction of crossing engineering one of the important measures to ensure the safety of subway operation is the implementation of deformation surveying to the existing subway tunnel. Guangzhou new subway line 2 engineering which crosses the existing tunnel is taken as the background. How to achieve intelligent and automatic deformation surveying forecast during the subway tunnel construction process is studied. Because large amount of surveying data exists in the subway construction, deformation analysis is difficult and prediction has low accuracy, a subway intelligent deformation prediction model based on the PBIL and support vector machine is proposed. The PBIL algorithm is used to optimize the exact key parameters combination of support vector machine though probability analysis and thereby the predictive ability of the model deformation is greatly improved. Through applications on the Guangzhou subway across deformation surveying deformation engineering the prediction method's predictive ability has high accuracy and the method has high practicality. It can support effective solution to the implementation of the comprehensive and accurate surveying and early warning under subway operation conditions with the environmental interference and complex deformation.

• 지구물리와물리탐사
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• 제6권3호
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• pp.138-142
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• 2003

공대공 탄성파 자료를 3개 단면에서 획득하였다. 이 단면들은 한 터널을 가로지르는데 단면상의 터널의 상태는 공동, 모래로 충전, 그리고 버럭으로 충전된 상태이다. 이 세 개 단면 기록으로부터 P와 S파의 초동을 발췌하여 P와 S속도 토모그램을 작성하였다. 6개의 토모그램 중 단지 1개의 토모그램만이 터널의 영상으로 해석할 수 있는 국부적인 저속도 구간을 표출하였다. 이 토모그램은 공동상태의 터널을 지나는 단면의 P파 속도영상이다. 이 사실은 본 주시토모그래피의 공간 분해능을 산출한 수치해석결과와 일치하였다.

• 한국강구조학회 논문집
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• 제24권1호
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• pp.47-58
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• 2012

본 연구에서는 터널 내 통과차량에 의하여 발생하는 풍하중으로 인한 터널라이닝의 동적거동에 대하여 분석하였다. 차량으로 인한 풍하중은 목표지점을 지나가는 차량에 대하여 압력과 팽창을 나타내는 시간함수를 이용하여 모형화 하였으며, 파형강판으로 이루어진 터널라이닝은 3차원 쉘 요소를 사용하였다. 쉘 요소로 모델링된 3차원 터널라이닝의 동적해석은 많은 양의 메모리와 시간이 요구되지만 파형강판의 동적특성을 반영하는 한편 최대한 단순화된 모형을 제시하여 해석에 이용하였다. 터널라이닝의 변위를 분석하기 위해 다양한 차량 주행 조건 및 맞바람 풍속이 고려되었다. 차량과 풍속이 증가하면 응답 또한 증가하였으며, 최대변위는 차량이 120km/h로 교차주행 시 25mm로 나타났다. 연속주행 시 응답에 미치는 영향은 단독주행 응답보다 2.5% 이내로 크지 않게 나타났다. 따라서 숏크리트가 적용되지 않는 독립구조체 터널라이닝의 경우동적거동은 반드시 고려해야하는 것으로 판단된다.

• 한국정보통신학회논문지
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• 제12권2호
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• pp.223-230
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• 2008

본 논문에서는 지하철용 2.4GHz대 무선영상 전송 신호의 신호 성능을 파악하기 위하여 신호 변화 현상이 크게 발생하는 지하철역 플랫폼을 중심으로 신호 레벨을 측정하여 지하철 역 내부 구조에 따른 페이딩 특성을 분석한다. 측정 결과에 대한 분석 결과, 직선역 구간에서 다수의 강한 다중경로파가 생성되어 곡선역 구간에 비해 신호 레벨의 변화가 심하게 나타났다. 경로손실 지수는 직선역 구간인 신흥역에서 2.5, 곡선역 구간인 판암역과 대동역에서는 각각 1.6와 1.9으로 나타났다. 50% 지점의 페이드 깊이와 넓이는 직선역 구간인 신흥역에서 가장 심하였으며, 레벨 교차율은 짧은 페이드가 빈번하게 발생하는 판암역에서 가장 심하게 나타났다. 따라서 신호 성능에 영향을 주는 페이딩 현상은 곡선역에 비해 직선역에서 더욱 심하게 발생하는 것을 알 수 있다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.295-300
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• 2011

In this paper, the pressure endurance test of passenger glass window which was developed for next high speed train was studied. At first, pressure test equipment which will be able to generate the maximum pressure same as crossing between two trainsets in the tunnel was developed. Afterwards the pressure test and evaluation that were based on NFF31-314 were studied and carried out.