• 대한전기학회:학술대회논문집
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• 대한전기학회 2007년도 제38회 하계학술대회
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• pp.900-901
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• 2007

In this paper, an approach to designing controllers for dynamic hybrid Tension/Mobile control of a installed robot for a troy wire cable is presented. Mobile control system of robot is designed based on equation of dc motor and tension control system is designed based on equation of ac servomotor for generating torque and dynamic equation of a wire cable. Dynamic hybrid control system is proposed by feedforward controller with acceleration and tension at start of robot to the case where the tow task of robot dynamics is suppressed a mutual interference. The proposed system is simulated and experimented, results is verified the utilities.

• 한국구조물진단유지관리공학회 논문집
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• 제27권2호
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• pp.58-66
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• 2023

이 연구에서는 진동법을 이용하여 케이블 장력을 추정하고 비접촉 방식으로 케이블의 변위 응답을 측정하기 위한 센서로 영상기반시스템을 적용하였다. 영상기반시스템에서 카메라는 대상 구조물과 카메라의 시야를 고려한 위치에 설치된다. 그러나 설치하려는 위치의 이미지에는 대상 구조물과 차량 등의 다른 구조물이 포함될 수 있어 구조물의 변위 응답 측정에 필요한 기준점을 인식하기 어려울 수 있다. 영상기반시스템의 설치 위치로 인해 차량이 포함된 왜곡된 이미지는 이미지 해석에서 부정확한 결과를 나타내므로 두 이미지 사이의 유사성을 산정하여 차량이 포함된 이미지를 제거하였다. 제안된 방법을 이용한 사장교 케이블의 장력을 측정하는 방법의 타당성을 확인하기 위해 공용 중인 사장교에서 진동법을 적용하여 장력을 측정하였다.

• 대한토목학회논문집
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• 제31권5A호
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• pp.361-367
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• 2011

케이블구조의 기하학적 비선형해석을 위한 탄성포물선 케이블요소를 제시한다. 이를 위하여 먼저 탄성현수선 케이블요소에 대한 적합조건과 접선강도행렬 유도과정을 간략히 요약한다. 이를 토대로 장력이 충분히 도입되어 자중에 의한 처짐 형상이 포물선에 가깝다는 가정 하에서 무응력길이를 포함하는 탄성포물선 케이블요소의 비선형 힘-변형관계식과 접선강도행렬을 유도한다. 또한 현(chord) 방향으로 두 케이블요소의 등가 공칭장력식을 정의한다. 탄성포물선 케이블요소의 수치적인 정확성을 확인하기 위하여, 경사진 케이블을 한 개의 탄성현수선과 탄성포물선 케이블요소로 각각 모델링하여 매개변수 해석을 수행하고 비교, 분석한 결과를 제시한다. 제시된 탄성포물선요소는 충분한 정확도를 가지고 케이블지지 구조물의 초기치해석 및 기하비선형해석에 효과적으로 적용할 수 있을 것으로 판단된다.

• Journal of Advanced Marine Engineering and Technology
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• 제36권1호
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• pp.118-125
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• 2012

본 논문은 가설 와이어 케이블 동적모델과 장력유지/이동 제어를 위한 작업로봇의 제어기 설계에 대하여 나타내었다. 제어기 설계를 위해서 로봇이 가설 와이어 케이블의 일정장력을 유지하고 당기면서 이동할 때 와이어의 길이 변화와 무게 변하의 영향을 고려한 와이어 동적모델을 나타내었다. 또한 와이어 동적모델에 기초하여 로봇 이동 시작에서 발생하는 장력이 수치해석에 의해 검토되었다. 가설 와이어 동적 모델에 기초하여 장력/이동제어를 위한 작업로봇이 구성되었고 두 동작이 서로 간섭이 억제되는 피드포워드 제어기가 설계되었다. 작업 로봇의 운전조건에 따른 시뮬레이션과 실제 실험결과는 그 유효성이 검증되었다.

• Structural Engineering and Mechanics
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• 제43권5호
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• pp.583-605
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• 2012

This paper presents a spatial catenary cable element for the nonlinear analysis of cable-supported structures. An incremental-iterative solution based on the Newton-Raphson method is adopted for solving the equilibrium equation. As a result, the element stiffness matrix and nodal forces are determined, wherein the effect of self-weight and pretension are taken into account. In the case of the initial cable tension is given, an algorithm for form-finding of cable-supported structures is proposed to determine precisely the unstressed length of the cables. Several classical numerical examples are solved and compared with the other available numerical methods or experiment tests showing the accuracy and efficiency of the present elements.

• Smart Structures and Systems
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• 제29권1호
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• pp.41-51
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• 2022

Cables are critical components of cable-stayed bridges. A structural health monitoring system provides real-time cable tension recording for cable health monitoring. However, the measurement data involve multiple sources of variability, i.e., varying environmental and operational factors, which increase the complexity of cable condition monitoring. In this study, a one-class classification method is developed for cable condition assessment using Bayesian factor analysis (FA). The single-peaked vehicle-induced cable tension is assumed to be relevant to vehicle positions and weights. The Bayesian FA is adopted to establish the correlation model between cable tensions and vehicles. Vehicle weights are assumed to be latent variables and the influences of different transverse positions are quantified by coefficient parameters. The Bayesian theorem is employed to estimate the parameters and variables automatically, and the damage index is defined on the basis of the well-trained model. The proposed method is applied to one cable-stayed bridge for cable damage detection. Significant deviations of the damage indices of Cable SJS11 were observed, indicating a damaged condition in 2011. This study develops a novel method to evaluate the health condition of individual cable using the FA in the Bayesian framework. Only vehicle-induced cable tensions are used and there is no need to monitor the vehicles. The entire process, including the data pre-processing, model training and damage index calculation of one cable, takes only 35 s, which is highly efficient.

• 한국지진공학회논문집
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• 제18권5호
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• pp.253-259
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• 2014

Porcelain surge arrestor is very vulnerable to earthquake but there is very few information on its dynamic characteristics which are necessary to the seismic design. Therefore, the dynamic characteristics of the porcelain surge arrestor are evaluated considering the variation of its cable tension and stiffness by shaking table test. The test results show that the first natural frequencies are 5.3 Hz and 5.2 Hz in the horizontal x- and y-axis directions, respectively, and higher than 30 Hz in the vertical z-axis direction, respectively. The installation of cable on the surge arrestor reduces the horizontal natural frequencies due to the constraint effect of the cable but cable tension has no effect on the natural frequency. Also, the natural frequency is proportional to the stiffness of the surge arrestor. This test result will be used for the seismic design and seismic capacity assessment of domestic substations and contribute to the stability of the electric power supply under earthquake event.

• 한국산림과학회지
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• 제95권4호
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• pp.495-500
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• 2006

자주식 반송기를 이용한 가선집재작업의 안정성을 이론적인 계산과 현장 계측을 통해 검토하였다. 가선집재 시스템의 이론적 안정성 평가의 유용성을 입증하기 위하여 스카이라인의 장력과 근주의 저항력을 측정하여 이론 계산값과 비교평가하였다. 그 결과 측정된 스카이라인의 장력과 계산값이 유사하였으며, 이를 통해 전체적인 안정성 검토가 가능하였다. 또한 근주의 저항력은 근주의 직경과 밀접한 관계가 있으며 근주변의 각도가 $5-10^{\circ}$일 때 가장 큰 저항력을 나타내었으며, 그 이상의 각도에서는 지주목으로서의 기능을 잃어버리는 것으로 판단되었다.

• 한국안전학회지
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• 제29권2호
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• pp.38-44
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• 2014

When a cable-stayed bridge is under construction, the cable tension that changes according to the construction phase is the index indicating the proper construction management. In this study, the vibration method using the least-square estimation has been implemented to monitor changing tensions of two multi-strand cables of a cable-stayed bridge under construction. The test bridge is Hwamyung Bridge in Korea with a prestressed concrete box girder. The field tests are executed during the second tensioning stage just after the installation of the key segment. The tensions of two cables are measured before and after the tensioning and 5 days later (i.e., after finishing the tensioning of all cables). The accuracy of the estimated tensions by the vibration method has been improved by employing proper effective lengths of the cables. The measured tensions are compared with the result of the lift-off tests and design tensions. The vibration method shows very good performance in monitoring the changing tensions according to the construction phase with minimal error.

• Structural Engineering and Mechanics
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• 제5권3호
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• pp.329-338
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• 1997

In this paper a general analytical approach is proposed to analyse the nonlinear response of elastic cable under complex loads. The effect of temperature change on the cable is also considered. From the vertical equilibrium equations of cable, the general analytical formula of vertical displacement is derived. Based on the vertical displacement formula and on the compatibility condition of the cable, the dimensionless equation with respect to cable tension is established. By means of such analytical procedures, the exact solutions of various cable problems can be obtained quickly. The example given in this paper shows that the new procedure is efficient for practical analysis and can be easily implemented by a general computer program without the superposition problem which there has always been in traditional analytical methods.