• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2002년도 ICCAS
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• pp.118.4-118
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• 2002

$\textbullet$ Magnetic floor hinge $\textbullet$ Recovering torque $\textbullet$ Eddy Currents $\textbullet$ Magnetic damper $\textbullet$ Optimal design $\textbullet$ Cost optimization

• 대한기계학회:학술대회논문집
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• 대한기계학회 2001년도 추계학술대회논문집A
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• pp.815-820
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• 2001

According as industry is complex, architecture is changing into the complex and diverse style and also customer's demands are becoming diversified. Among these, a door field is very important as much as saying nothing of more explanation. In this paper, in order to develop large floor hinge, mechanical properties of component parts are measured by vickers hardness tester, microstructure analysis and at the same time, these are designed by the FEM analysis.

• 한국화재소방학회논문지
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• 제27권3호
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• pp.66-71
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• 2013

본 연구의 목적은 제연구역 출입문의 최적 설계를 위한 플로어힌지(floor-hinge) 및 도어클로저(door closer)의 기준을 제시하는데 있다. 차압에 대한 개방력은 60 Pa일 때 60.75 N, 40 Pa일 때 40.5 N, 32.5 Pa일 때 32.91 N, 12.5 Pa일 때 12.66 N 등이다. KS F 2806의 기준을 적용한 플로어힌지 및 도어클로저의 개방력은 No.1은 27.5 N, No. 2는 40 N, No. 3는 75 N, No. 4는 100 N, No. 5는 125 N 등이다. 차압과 플로어힌지 및 도어클로저의 개방력을 NFSC 501A의 개방력 제한값과 비교한 결과 기준을 초과하는 것으로 확인되었다. 따라서 NFSC 501A 차압과 방연 풍속을 설계에 반영하는 것뿐만 아니라 개방력도 설계에 반영할 필요가 있다. 제연댐퍼의 종류에 따라 출입문의 플로어힌지 및 도어클로저의 설치 조건은 호칭에 따라 다르다. 저차압용의 경우는 No. 1, No. 2, No. 3의 설치가 가능하며, 일반 차압용의 경우에는 No. 1, No. 2의 설치가 가능하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.842-848
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• 2011

The low-floor tram is a kind of railway vehicles which is operated on the street way track. For reducing the radius of curvature of the track, the tram consists of some carbody modules, and the articulation systems connect and support these carbody modules. The kind of articulation systems would be the hinge type and the pitching type. The hinge type articulation could allow only the yawing motion of the carbody modules, and the pitching type articulation could allow the pitching and yawing motions of the carbody modules simultaneously. With these function of the articulation systems, the tram could be operated on the horizontal and vertical curvature of the track. The number of each type of articulation could be decided with the number of carbody modules, and the manufacturer would decided the position of each type of the articulation in the view of the stability of carbody modules in the operation condition.

• Structural Engineering and Mechanics
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• 제27권2호
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• pp.135-148
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• 2007

A new finite shear wall element model and a method for calculation of 3D multi-storied only shear walled or shear walled - framed structures using finite shear wall elements assumed ideal elasto - plastic material are developed. The collapse load of the system subjected to factored constant gravity loads and proportionally increasing lateral loads is calculated with a method of load increments. The shape functions over the element are determined as a cubic variation along the story height and a linear variation in horizontal direction because of the rigid behavior of the floor slab. In case shear walls are chosen as only one element in every floor, correct solutions are obtained by using this developed element. Because of the rigid behavior of the floor slabs, the number of unknowns are reduced substantially. While in framed structures, classical plastic hinge hypothesis is used, in nodes of shear wall elements when vertical deformation parameter is exceeded ${\varepsilon}_e$, this node is accepted as a plastic node. While the system is calculated with matrix displacement method, for determination of collapse safety, plastic displacements and plastic deformations are taken as additional unknowns. Rows and columns are added to the system stiffness matrix for additional unknowns.

• Earthquakes and Structures
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• 제22권2호
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• pp.203-218
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• 2022

In this paper, quasi-static tests were carried out on three prefabricated reinforced concrete column-steel beam (RCS) sub-assemblages with floor slabs and one comparison specimen without floor slab. The effects of axial compression and floor slab on the seismic performance were studied, and finite element simulations were conducted using ABAQUS. The results showed that the failure of prefabricated RCS sub-assemblages with floor occurred as a joint beam and column failure mode, while failure of sub-assemblages without floor occurred due to beam plastic hinge formation. Compared to the prefabricated RCS sub-assemblages without floor slab, the overall stiffness of the sub-assemblages with floor slab was between 19.2% and 45.4% higher, and the maximum load bearing capacity increased by 26.8%. However, the equivalent viscosity coefficient was essentially unchanged. When the axial compression ratio increased from 0.24 to 0.36, the hysteretic loops of the sub-assemblages with floor became fuller, and the load bearing capacity, ductility, and energy dissipation capacity increased by 12.1%, 12.9% and 8.9%, respectively. Also, the initial stiffness increased by 10.2%, but the stiffness degradation accelerated. The proportion of column drift caused by beam end plastic bending and column end bending changed from 35% and 46% to 47% and 36%, respectively. Comparative finite element analyses indicated that the numerical simulation outcomes agreed well with the experimental results.

• Earthquakes and Structures
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• 제6권1호
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• pp.19-43
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• 2014

A risk assessment framework for evaluating building structures is implemented in this study. This framework allows considering sources of uncertainty both on structural capacity and seismic demand. In particular randomness on seismic load, incident angle, material properties, floor mass and structural damping are considered; in addition the choice of fibre modelling versus plastic hinge model is also considered as a source of uncertainty. The main objective of this work is to study the contribution of these sources of uncertainty on the fragilities of steel and steel-reinforced concrete composite 3D building structures. The fragility curves are expressed in the form of a two-parameter lognormal distribution where vertical statistics in conjunction with metaheuristic optimization are implemented for calculating the two parameters.

• Computers and Concrete
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• 제14권3호
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• pp.279-297
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• 2014

This paper investigates the effects of confinement reinforcement and concrete strength on nonlinear behaviour of reinforced concrete buildings (RC). For numerical application, an eleven-storey and four bays reinforced concrete frame building is selected. Nonlinear incremental static (pushover) analyses of the building are performed according to various concrete strengths and whether appropriate confinement reinforcement, which defined in Turkish seismic code, exists or not at structural elements. In nonlinear analysis, distributed plastic hinge model is used. As a result of analyses, capacity curves of the frame building and moment-rotation curves at lower end sections of ground floor columns are determined. These results are compared with each other according to concrete strength and whether appropriate confinement reinforcement exists or not, respectively. According to results, it is seen that confinement reinforcement is important factor for increasing of building capacity and decreasing of rotations at structural elements.

• 콘크리트학회논문집
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• 제22권5호
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• pp.675-684
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• 2010

철근콘크리트 부재는 연성파괴를 유도하기 위해서 휨인장 파괴가 선행 하도록 구조설계한다. 또한 보에서 파괴가 진행하도록 하여 기둥에는 피해가 적게 발생하도록 한다. 하지만 소성붕괴메카니즘에 의하여 소성힌지는 보의 양단부에 발생한 이후 최종적으로 최하층 기둥의 하부에도 발생한다. 철근콘크리트 구조물의 최하층 기둥은 축력이 크게 작용하고 전단경간이 비교적 작기 때문에 휨항복을 했다고 하더라도 최종적으로는 전단파괴하거나 부차파괴하여 설계보다 취성적으로 파괴 할 가능성이 있다. 이 논문에서는 휨항복 후 전단파괴하는 10개의 실험체를 통해 소성힌지 영역의 변형율과 길이 확장에 주는 요소에 대해 파악하였다. 실험결과 세 변수 중에서 축력이 가장 크게 영향을 미쳤는데 축력이 클수록 축방향 변형률과 연성비가 뚜렷하게 줄어드는 현상을 확인할 수 있었으며 소성힌지 길이는 약간 늘어났다. 실험을 통해서 산출한 소성힌지 길이는 약 0.7~1.4d였으며 이는 기존 연구자들이 제안했던 평가식과 차이를 보여주었다.

• 한국안전학회지
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• 제24권4호
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• pp.74-81
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• 2009

In this study, the seismic performance of RC school buildings which were not designed according to earthquake-resistance design code were evaluated by using response spectrum and push-over analyses. The torsional amplification effect due to plan irregularity is considered and then the efficiency of seismic retrofitting methods such as RC shear wall, steel frame, RC frame and PC wing wall was investigated. The analysis result indicate that the inter-story drift concentrated in the first floor and most plastic hinge forms at the column of the first story. Among the retrofitting methods, the PC wing wall has the highest seismic performance in strength and story drift aspect. Especially, it can make building ductile behavior due to the concentrated inter-story drift at the first column hinge is distributed overall stories. The axial force, shear force and moment magnitude of existing elements significantly decreased after retrofitting. However, the axial and shear force of the elements connected to the additional retrofitting elements increased, and especially the boundary columns at the end of the retrofitting shear wall should be reinforced for assuring the enhancement of seismic performance.