• Smart Structures and Systems
• /
• 제21권5호
• /
• pp.623-635
• /
• 2018

In order to study the mechanical behavior of shield tunnel segments during assembly stage, the in-situ tests and FDM numerical simulation were conducted based on the Foguan Shiziyang Tunnel with large cross-section. Analysis for the load state of the assembling segments in different assembly steps as well as the investigation for the changing of inner forces and longitudinal stress of segments with assembling steps were carried out in this paper. By comparing the tested results with the simulated results, the conclusions and suggestions could be drawn as follows: (1) It is the most significant for the effects on axial force and bending moment caused by the assembly of adjacent segment, followed by the insertion of key segment while the effects in the other assembly steps are relative smaller. With the increasing value of axial force, the negative bending moment turns into positive and remains increasing in most monitored sections, while the bending moment of segment B1and B6 are negative and keeping increasing; (2) The closer the monitored section to the adjacent segments or the key segment, the more significant the internal forces response, and the monitored effects of key segment insertion are more obvious than that of calculation; (3) The axial forces are all in compression during assembling and the monitored values are about 1.5~1.75 times larger than the calculated values, and the monitored values of bending moment are about 2 times the numerical calculation. The bending moment is more sensitive to the segments assembly process compared with axial force, and it will result in the large bending moment of segments during assembling when the construction parameters are not suitable or the assembly error is too large. However, the internal forces in assembly stage are less than those in normal service stage; (4) The distribution of longitudinal stress has strong influence on the changing of the internal forces. The segment side surface and intrados in the middle of two adjacent jacks are the crack-sensitive positions in the early assembly stage, and subsequently segment corners far away from the jacks become the crack-sensitive parts either.

• 한국터널지하공간학회 논문집
• /
• 제9권1호
• /
• pp.1-18
• /
• 2007

본 연구는 쉴드터널 공사시 사용되는 사다리꼴 세그먼트라이닝의 배열방법에 관한 것이다. 사다리꼴 세그먼트라이닝은 공장에서 기제작된 Taper를 가진 콘크리트 세그먼트를 터널내에 반입과 동시에 조립하므로써 형성되는데, 이렇게 형성된 사다리꼴 세그먼트라이닝은 회전조립시 Taper량의 계산에 의하여 단 한가지 타입으로 다양한 터널노선에 맞는 배열을 가능하게 하므로 세그먼트에 의한 터널시공시 가장 효율적인 공법이라 할 수 있다. 본 연구는 사다리꼴 세그먼트라이닝의 설계제원 및 터널 노선의 선형(직선 혹은 곡선)의 조건을 분석하여 터널선형에 맞는 배열방법을 고안하고 실제 터널내에서 작업자가 활용할 수 있는 컴퓨터 프로그램을 제작하여 자동으로 배열순서를 결정하는 원리에 대하여 설명하고자 한다.또한,가변하는 실제 터널내에서 작업자가 세그먼트라이닝의 배치상태를 측정한 값이 컴퓨터 프로그램에서 계산된 결과와 상이할 때 작업자는 측정한 데이터를 컴퓨터 프로그램에 입력하여 프로그램의 계산상태를 실제 세그먼트 조립상태로 일치시킨 후, 다음 세그먼트라이닝의 배열자료로 사용하여 연속된 작업이 되도록 하는 방법을 제공하는 것이 본 연구의 기술적 요지이다.

• 한국터널지하공간학회 논문집
• /
• 제12권2호
• /
• pp.193-200
• /
• 2010

암거구조물의 특성상 암거 표준도가 제정되어 실무에 활용되고 있다. 그러나 이는 암거구조물의 설계 및 시공성을 향상시킬 수 있으나, 다양한 현장조건에 부합하는 단면형상의 선정에 제약조건으로 작용하게 된다. 이러한 문제점을 해결하기 위하여 프리캐스트 세그먼트 조립을 통하여 다양한 형상의 암거구조물 시공이 가능한 현장 대응형 암거구조물 설계 및 시공기술을 개발하였다. 조립식 수로암거구조물의 구조적 특성상 프리캐스트 세그먼트의 연결부가 고정 또는 내부힌지 거동 여부에 따라 부재의 두께, 철근량 등이 변화하게 되며, 이는 시공성 및 경제성에 큰 영향을 미치게 된다. 따라서 본 연구에서는 세그먼트 연결부의 합리적인 모델링 기법 제시를 위하여 현장실험 및 수치해석을 수행하였다. 현장실험 및 수치 해석 분석 결과, 몰타르 충진식 슬라브를 이용한 슬라브, 벽체, 기초판 프리캐스트 세그먼트는 연결시공을 통하여 조립식 수로암거구조물은 일체화된 구조물로 거동하는 것으로 나타났다.

• KSII Transactions on Internet and Information Systems (TIIS)
• /
• 제16권7호
• /
• pp.2345-2358
• /
• 2022

This paper presents a method to generate stained-glass animation from video inputs. The method initially segments an input video volume into several regions considered as fragments of glass by mean-shift segmentation. However, the segmentation predominantly results in over-segmentation, causing several tiny segments in a highly textured area. In practice, assembling significantly tiny or large glass fragments is avoided to ensure architectural stability in stained glass manufacturing. Therefore, we use low-frequency components in the segmentation to prevent over-segmentation and subdivide segmented regions that are oversized. The subdividing must be coherent between adjacent frames to prevent temporal artefacts, such as flickering and the shower door effect. To temporally subdivide regions coherently, we obtain a panoramic image from the segmented regions in input frames, subdivide it using a weighted Voronoi diagram, and thereafter project the subdivided regions onto the input frames. To render stained glass fragment for each coherent region, we determine the optimal match glass fragment for the region from a dataset consisting of real stained-glass fragment images and transfer its color and texture to the region. Finally, applying lead came at the boundary of the regions in each frame yields temporally coherent stained-glass animation.

• 제어로봇시스템학회:학술대회논문집
• /
• 제어로봇시스템학회 1994년도 Proceedings of the Korea Automatic Control Conference, 9th (KACC) ; Taejeon, Korea; 17-20 Oct. 1994
• /
• pp.302-306
• /
• 1994

This paper describes how to recognize hand written Hangeul character using the stroke order of the elementary segment. The recognition system is constructed of parts : character input part, segment disassembling part, character element extraction part and character recognition part. The character input part reads the character and performs thinning algorithm. In the segment disassembling part, the input character is disassembled into elementary segments using the direction codes and the feature parameters. In the character element extraction part, we extract the character element using the stroke order and the knowledge rule. Finally, we able to recognize the hand written Hangeul characters by assembling the character elements, in the character recognition part.

• 한국공작기계학회:학술대회논문집
• /
• 한국공작기계학회 1999년도 추계학술대회 논문집 - 한국공작기계학회
• /
• pp.22-26
• /
• 1999

In general, three are many degrees of freedom (DOF) in industrial robots. That can generate several special end-effector's positions and orientations. For that reason, industrial robots are used in a wide scope of industrial applications such as welding, spray painting, deburring, and so on. In this research, new method is presented which safely maintain the desired constant end-effector's orientation and minimize the numbers of segments in path. These algorithms may apply to welding, painting, and assembling. The simulation study of straight line and circular motions in arc-welding operations is carried out to show the sure proof of these algorithms.

• JSTS:Journal of Semiconductor Technology and Science
• /
• 제7권3호
• /
• pp.133-139
• /
• 2007

Future MEMS systems will be composed of larger varieties of devices with very different functionality such as electronics, mechanics, optics and bio-chemistry. Integration technology of heterogeneous devices must be developed. This article first deals with the current development trend of new fabrication technologies; those include self-assembling of parts over a large area, wafer-scale encapsulation by wafer-bonding, nano imprinting, and roll-to-roll printing. In the latter half of the article, the concept towards the heterogeneous integration of devices and functionality into micro/nano systems is described. The key idea is to combine the conventional top-down technologies and the novel bottom-up technologies for building nano systems. A simple example is the carbon nano tube interconnection that is grown in the via-hole of a VLSI chip. In the laboratory level, the position-specific self-assembly of nano parts on a DNA template was demonstrated through hybridization of probe DNA segments attached to the parts. Also, bio molecular motors were incorporated in a micro fluidic system and utilized as a nano actuator for transporting objects in the channel.

• Structural Engineering and Mechanics
• /
• 제69권4호
• /
• pp.371-381
• /
• 2019

A hybrid prestressed segmental concrete (HPSC) girder utilizing low carbon materials was developed in this paper. This paper introduces the hybrid prestressing concept of pre-tensioning the center segment and assembling all segments by post-tensioning, as well as the development process of the low carbon HPSC girder. First, an optimized mix proportion of 60 MPa high strength concrete containing high volume blast furnace slag was developed, then its mechanical properties and durability characteristics were evaluated. Second, the mechanical properties of 2,400 MPa high strength prestressing strands and the transfer length characteristics in pre-tensioned prestressed concrete beams were evaluated. Third, using those low carbon materials and the hybrid prestressing concept, the HPSC girders were manufactured, and their structural performance was evaluated. A 30-m long HPSC girder for highway bridges and a 35-m long HPSC girder for railway bridges were designed, manufactured, and structurally confirmed as having sufficient strength and safety. Finally, five 35-m long HPSC girders were successfully applied to an actual railway bridge for the first time.

• 한국CDE학회논문집
• /
• 제21권3호
• /
• pp.341-352
• /
• 2016

Manual 3D pipeline modeling from LiDAR scanned point cloud data is laborious and time-consuming process. This paper presents a method to extract the pipe, elbow and branch information which is essential to the automatic modeling of the pipeline connection. The pipe geometry is estimated from the point cloud data through the Hough transform and the elbow position is calculated by the medial axis intersection for assembling the nearest pair of pipes. The branch is also created for a pair of pipe segments by estimating the virtual points on one pipe segment and checking for any feasible intersection with the other pipe's endpoint within the pre-defined range of distance. As a result of the automatic modeling, a complete 3D pipeline model is generated by connecting the extracted information of pipes, elbows and branches.

• 한국구조물진단유지관리공학회 논문집
• /
• 제28권5호
• /
• pp.1-9
• /
• 2024

최근 수도권 광역급행철도(GTX) 등 도심지 하부 터널굴착이 활발히 진행됨에 따라 TBM 터널 시공법이 각광받게 되었다. TBM 터널은 공사비가 비싼 반면 NATM터널 공법에 비해 상대적으로 소음, 진동에 자유롭기 때문에 기존 도심 하부에 적용하기에 적합한 공법으로 알려져 있다. 특히 지층이 얕은 구간을 통과시 기존 구축된 상부 구조물 및 지장물에 큰 영향을 미칠 수 있으므로 TBM 터널 설계시 다양한 변수를 고려한 정확한 수치해석이 필요하다. TBM터널은 다른 터널 시공공법과 달리 공장에서 제작된 세그먼트를 조립해 라이닝을 구축한다. 세그먼트라이닝은 NATM 터널과 달리 세그먼트간 연결부위가 존재하므로 세그먼크 간의 연결 상태를 어떻게 반영하는지가 해석결과의 신뢰성 확보에 큰 영향을 미칠 수 있다. 따라서 본 논문에서는 도심지 토사지반에 건설된 TBM 터널의 내진해석을 위해 라이닝은 세그먼트 조인트 모델(Janssen Model)을 적용하고, 지반은 도시철도 내진설계기준에 따라 비선형모델을 일부 활용해 수치해석을 수행 후 터널의 거동특성을 분석하였다.