• 한국건설안전학회 논문집
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• 제1권1호
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• pp.47-56
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• 2018

본 논문에서는 고소작업에 가장 널리 사용되고 있는 차량 탑승형 고소작업대의 재해사례분석을 통해 예방대책을 제안하였다. 높은 위치에서의 고소작업은 사고가 발생한 경우 치명적인 인명사고로 이어지기 때문에 이에 대한 안전 대책이 더욱 절실하다. 이에 고소작업 중 발생하는 여러 가지 유형의 사고에 대한 원인을 분석하여 유형별 안전대책을 제시하고, 나아가 사고를 줄일 수 있도록 관련법규의 제정 또는 개정안을 제안하였다. 본 논문에서는 고소작업대의 사고유형을 크게 4가지로 분류하였다. 첫째 와이어로프 구동시스템 불량, 둘째 허용 작업반경 초과로 인한 전도 및 붐 파손, 셋째 턴테이블 불량, 넷째 아우트리거 불량으로서, 가 유형별 사고사례를 분석하고 안전대책을 제시하고, 현행 규정상 고소작업대의 운전 조종에 관한 아무런 규정이 없어서 고소작업대의 운전 조종에 관한 교육 및 자격증 신설을 제시하였다. 그리고 증가하고 있는 안전사고의 예방을 위해 고소작업대의 안전인증 및 안전검사 기준을 강화하는 정책에 발맞추어 법규 개정을 위한 기초자료를 제시하고자 하였다. 본 연구 결과가 실무에 적용된다면 고소작업대로 인한 사고를 크게 줄일 수 있을 것으로 기대된다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2009년도 제40회 하계학술대회
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• pp.363_364
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• 2009

Even though underground transmission cable is an essential transmission method to supply stable power for downtown and population center, interaction of electromagnetic force from fault current is very large comparing to overhead transmission line due to restricted installation space such as tunnel, etc. and close consideration is required for it. This paper presents countermeasures to reduce and release the effect of electromagnetic force with rope binding and installation of spacer and describes its efficacy through three phase short-circuit test, which will be utilized as basic materials for improvement and development of cleat, hanger, etc. to reduce and release effect of electromagnetic force in the future.

• 한국전산구조공학회논문집
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• 제25권5호
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• pp.375-380
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• 2012

본 연구에서는 선체 블록의 운반 작업 중 발생하는 동적 하중 및 골리앗 크레인의 와이어 로프(wire rope)와 선체 블록간의 동적 접촉력을 고려한 최적 러그 배치 시스템을 설계하고, 다물체계 동역학 커널과 외력 계산 커널을 개발하였다. 다물체계 동역학 커널은 recursive formulation을 이용하여 운동 방정식을 구성하였고, 외력 계산 커널은 비선형 유체 정역학적 힘, 선형 유체 동역학적 힘, 풍력, 계류력을 계산할 수 있다. 개발된 커널의 효용성을 검증하기 위해, 이를 이용하여 와이어 로프와 블록간의 간섭과 이때 작용하는 동적 접촉력을 계산하였고, 마지막으로 계산 결과를 반영하여 러그가 부착된 블록에 대한 구조 해석을 수행하였다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2015년도 제46회 하계학술대회
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• pp.1547-1548
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• 2015

본 연구에서는 홀센서를 이용하여 크레인 와이어로프의 결함 탐지를 위하여 제작된 결함탐지 시스템의 성능 개선을 위한 방안에 대하여 연구하였다. 기존의 센서 보드 대신 플렉시블 보드를 제작하고 홀센서를 6개에서 10개로 늘려 장착하여 센서헤더부를 보완 제작하였다. 또한, 검사자가 한 눈에 알아보기 쉽도록 하기 위하여 결함 신호 측정 구간을 6개 구간에서 2개 구간으로 바꾸었으며, 정밀한 실험과 정확한 검증을 위하여 테스트베드를 제작하였다.

• 산업기술연구
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• 제25권A호
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• pp.87-93
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• 2005

Three-dimensional ultrasonic probes being applied to the medical imaging can be grouped into three depending on the scanning methods, which are a mechanical type system, a free-hand system, and 2D phased arrays system. A mechanical type scanner uses a mechanically driven transducer to acquire series of 2D plane images. By integrating these images, a 3-D medical image can be constructed. A motor driving mechanism is a conventional choice for mechanically driving a transducer assembly which picks the raw ultrasonic images up. In this paper we attempt to design a 3D ultrasonic probe which has a operating mechanism of s tilting 3-D scanning. The motion of a transducer assembly of the ultrasonic probe is analytically modelled. We propose a selection procedure for the diameter of a wire rope driving the transducer assembly and the size of torsional spring which gives an initial tension to wire ropes.

• 한국CDE학회논문집
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• 제15권1호
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• pp.70-83
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• 2010

Recently, floating cranes are mainly used to erect heavy blocks or cargos for constructing ships in many shipyards. It is important to estimate the dynamic motion of the heavy cargo suspended by a floating crane and the tension of the wire ropes between the floating crane and the heavy cargo. In this paper, the coupled dynamic equations of motion are set up for considering the 6 degree-of-freedom floating crane and the 6-degrees-of-freedom heavy cargo based on multibody system dynamics. Depending on the cargo weight, the motion of the floating crane would be changed to nonlinear state. The nonlinear terms in the equation of motion are considered. In addition, the nonlinear hydrostatic force, the linear hydrodynamic force, wire rope force, mooring force and gravity force are considered as the external forces. As the result of this paper, we analyze the engineering effect for erecting the heavy cargo by using the floating crane.

• Structural Engineering and Mechanics
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• 제66권5호
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• pp.583-594
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• 2018

A theoretical formulation based on the linearized potential theory, the Descartes' rule and the extremum optimization method is presented to calculate the critical distance of lifting points of the fully balanced hoist vertical ship lift, and to study pitching stability of the ship lift. The overturning torque of the ship chamber is proposed based on the Housner theory. A seven-free-degree dynamic model of the ship lift based on the Lagrange equation of the second kind is then established, including the ship chamber, the wire rope, the gravity counterweights and the liquid in the ship chamber. Subsequently, an eigenvalue equation is obtained with the coefficient matrix of the dynamic equations, and a key coefficient is analyzed by innovative use of the minimum optimization method for a stability criterion. Also, an extensive influence of the structural parameters contains the gravity counterweight wire rope stiffness, synchronous shaft stiffness, lifting height and hoists radius on the critical distance of lifting points is numerically analyzed. With the Runge-Kutta method, the four primary dynamical responses of the ship lift are investigated to demonstrate the accuracy/reliability of the result from the theoretical formulation. It is revealed that the critical distance of lifting points decreases with increasing the synchronous shaft stiffness, while increases with rising the other three structural parameters. Moreover, the theoretical formulation is more applicable than the previous criterions to design the layout of the fully balanced hoist vertical ship lift for the ensuring of the stability.

• 대한조선학회논문집
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• 제46권5호
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• pp.527-535
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• 2009

This paper describes the control system to suppress the load pendulation using tagline for the floating crane. Dynamic equation of motion of the floating crane and the load is derived using Newton's 2nd law and free body model. The floating crane and the load are assumed that they move in center plane. Each rigid body has 3 DOF (surge, heave, pitch), because it moves in two directions and rotates. Then, this system, which is composed of two rigid bodies, has 6 DOF. The gravitational force, the hydrostatic force, the hydrodynamic force and the tension of the wire rope are considered as external forces, which affect to the floating crane. To suppress the pendulation of the load, the tagline, which connects between the load and the float crane, is applied to the system. The tagline is composed of the spring and the wire rope. Proportional and Derivative control is used as a linear control algorithm. The results of the numerical analysis of the 3,600 ton floating crane show that the tagline system is effective to suppress the load pendulation.

• Steel and Composite Structures
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• 제21권4호
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• pp.863-882
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• 2016

This study aims to introduce a new bracing system by which even super-wide frames with large openings can be braced. The proposed system, hereafter called Cable-Pulley Brace (CPB), is a tension-only bracing system with a rectilinear configuration. In CPB, a wire rope passes through a rectilinear path around the opening(s) and connects the lower corner of the frame to its opposite upper one. CPB is a secondary load resisting system with a nonlinear-elastic hysteretic behavior due to its initial pre-tension load. As a result, the required energy dissipation would be provided by the MRF itself, and the main intention of using CPB is to contribute to the initial and post-yield stiffness of the whole system. Using a stiffness calibration technique, optimum placement of the CPBs is discussed to yield a uniform displacement demand along the height of the structure. A displacement-based design procedure is proposed by which the MRF with CPB can be designed to achieve a uniform distribution of inter-story drifts with predefined values. Obtained results indicated that CPB leads to significant reductions in maximum and residual deformations of the MRF at the expense of minor increase in the maximum base shear and developed axial force demands in the columns. In the case of a typical 5-story residential building, compared to SMRF system, CPB system reduces maximum amounts of inter-story and residual drifts by 35% and 70%, respectively. Moreover, openings of the frame are not interrupted by the CPB. This is the most appealing feature of the proposed bracing system from architectural point of view.

• 대한기계학회논문집A
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• 제40권7호
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• pp.679-683
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• 2016

대형 석탄 화력발전소의 보일러는 안정적인 전력량 수급을 위하여, 계속적인 운전 혹은 기동 정지가 반복하면서 운전 되는 등 매우 열악한 상태에서 운전되고 있기 때문에 신뢰성을 유지하기 위한 주기적 점검과 정비는 필수적이다. 정비를 위한 기존의 비계시스템은 모든 하중이 하부로 집중되어 일부 부재에 문제 발생시 연쇄적으로 비계 시스템이 붕괴되는 문제점이 있다. 이에 따라 본 연구에서는 새로운 노내비계를 개발하여 상부에서 하중을 분산시키고, 일부 부재에 문제가 발생하더라도 연쇄 붕괴의 위험을 최소화하였다. 또한, 보일러 튜브의 구조로 인하여 직접적인 설치가 어려운 경우 노내비계의 설치를 위한 인양시스템을 개발하여 노내비계의 구조적인 안정성을 향상시키고 비계 작업자의 안전성을 확보하여 발전설비의 건전성을 확보할 수 있었다.