• EDISON SW 활용 경진대회 논문집
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• 제4회(2015년)
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• pp.207-211
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• 2015

In this paper, 2 kinds of models about bike frame are simulated with static structural analysis. A bike frame with diamond type is compared with another model that Down tube is eliminated from original diamond frame. About both types of models, Property of a material and conditions of restriction & load are the same. This study shows reinforcement effects of a partial frame by adding down tube and impacts generated by applying a load at the frame such as weak points & high stress parts as well as expected deformation. The structural result of this study indicates that the equivalent stress or total deformation decreases by 57.1% or 36.4%, respectively. Also stress concentration sites are leg connecting parts, front/rear wheels fixed region and Max deformation is generated from Seat tube. In conclusion, A Down tube is highly efficient as reinforcement than frame without non down tube. Furthermore, The safety rises in case of reducing top tube thickness and increasing a reinforcement at leg connecting parts or concentration regions.

• 한국컴퓨터정보학회논문지
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• 제23권9호
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• pp.43-50
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• 2018

In this paper, we propose a hexagon model-based efficient beacon frame scheduling approach for wireless sensor networks. The existing beacon frame scheduling approaches use a lot of slots and subslots for the beacon frame scheduling. Thus, the data from source nodes are not efficiently delivered to a sink node. Also in case a sink node needs to broadcast a beacon frame to the nodes in the network, delivering the beacon frame to the network nodes is not efficient as well. Thus, to solve the problem, we use a hexagon model to find the number of slots and subslots for the beacon frame scheduling. By using them for the beacon frame scheduling, the proposed approach performs better than other approaches in terms of the data transmission delay, the number of received data, the beacon transmission delay and the number of relaying the beacon frames.

• Steel and Composite Structures
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• 제50권3호
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• pp.337-345
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• 2024

This research proposed a particle swarm optimization (PSO) based seismic retrofit design of moment frame structures using a steel frame assembly. Two full scale specimens of the steel frame assembly with different corner details were attached to one-story RC frames for seismic retrofit, and the lateral load resisting capacities of the retrofitted frames subjected to cyclic loads were compared with those of a bare RC frame. The open source software framework Opensees was used to develop an analytical model for validating the experimental results. The developed analytical model and the optimization scheme were applied to a case study structure for economic seismic retrofit design, and its seismic performance was assessed before and after the retrofit. The results show that the developed steel frame assembly was effective in increasing seismic load resisting capability of the structure, and the PSO algorithm could be applied as convenient optimization tool for seismic retrofit design of structures.

• Journal of Mechanical Science and Technology
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• 제19권spc1호
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• pp.283-291
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• 2005

Accurate seismic analyses of large deformable moving structures are still unsolved problems in the field of earthquake engineering. In order to analyze these problems, the nonlinear finite element method formulated by the absolute nodal coordinate approach is noticed. Because, this formulation has several advantages over the standard procedures on mass matrix, elastic forces and damping forces in the case of large displacement problems. But, it has not been fully studied to build frame structure models by using beam elements in the absolute nodal coordinate formulation. In this paper, we propose the connecting method of the beam elements formulated by the absolute nodal coordinate. The coordinate transformation matrix of this element is introduced into the frame structure. This beam element has the characteristic that the mass matrix and bending stiffiness matrix are constant even if in the case of large displacement problems, and this characteristic is being kept after the transformation. In order to verify the proposed method, we show the numerical simulation results of frame structures for a vibration problem and a large displacement problem.

• 화약ㆍ발파
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• 제39권2호
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• pp.27-36
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• 2021

최근 노후화와 기능적 요건을 만족하지 못하여 불용하는 철골구조물의 해체 수요가 증가하면서 철골구조물 해체에 대한 관심이 부각되고 있다. 본 시공사례는 구조적 노후화와 기능적 요건을 만족하지 못하는 철골구조물인 ore bin과 coke bin 해체에 발파해체공법 중 전도공법을 적용하였으며, 철골구조물을 발파 절단하기 위해 장약용기를 사용하였다. 발파해체 결과, ore bin과 coke bin은 예측된 방향으로 정확히 전도되었으며, 주변 시설물에 피해 없이 발파해체를 완료하였다.

• 화약ㆍ발파
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• 제40권3호
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• pp.66-76
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• 2022

최근 오래된 산업단지의 해체수요가 증가하고 있으며, 해체된 산업부지를 원래 자연환경으로 복원하는 공사를 진행하고 있다. 본 시공사례는 오래된 산업단지 내의 대형 철골구조물을 해체하기 위해 발파해체공법 중 전도공법을 적용하였다. 철골구조물을 절단하기 위해 금속 제트가 발생하는 장약용기를 사용하였다. 발파구간 중 철골구조물의 두께가 두꺼운 부분은 가스와 산소 불꽃 또는 아크열에 의해 깊은 홈을 파는 방법인 가우징을 적용하여 두께를 조절하였다. 발파해체 결과, 철골구조물은 예측된 방향으로 정확히 전도하였으며, 주변 시설물에 피해 없이 발파해체를 완료하였다.

• 한국건설관리학회:학술대회논문집
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• 한국건설관리학회 2003년도 학술대회지
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• pp.630-633
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• 2003

국내 건설 산업에 있어 공항시설, 체육시설, 집회시설, 판매시설 등에 대한 수요가 증가하면서 무주대공간의 필요성이 증가되고 있는 추세이다. 우주대공간 구축에 있어,기존의 PEB(Pre-Engineered Building)구조나 Pipe Truss구조는 span이 커짐에 따라 철재중량이 급격히 증대되고 장스판에는 적용이 어려운 구조적 문제가 발생하게 된다. 이러한 문제를 해결하는 구조방법 중 하나로 Space Frame이 고려되고 있으나 아직 국내에서는 Space Frame에 대한 연구가 미흡하여 그 활용성이 높지 않은 실정이다. 본 연구에서는 공사비용, 공사기간, 시공성 등에서 여러 장정을 지닌 Space Frame을 소개하고 무주대공간 구축에 있어 Space Frame을 적용한 사례분석을 통하여 Space Frame의 특징을 조사하고자 하였다. 더 나아가 향후 국내 건설업계에 무한한 발전 가능성을 가진 Space frame의 기본적 특성과 다른 구법들과의 비교를 통해 장점을 확인함으로써 Space Frame에 대한 국내연구를 활성화시키고 향후 실무를 담당하는 현장에서 무주대공간으로서의 Space Frame의 활용을 높이고자 한다.

• Steel and Composite Structures
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• 제46권6호
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• pp.857-865
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• 2023

This study aimed to develop a seismic retrofit technique using a steel frame which can be easily transported and assembled on site. This enables the retrofit steel frame to be easily attached to an existing structure minimizing the unwanted gap between the structure and the steel frame assembly. A one-story one-bay RC frame was tested with and without seismic retrofit using the proposed steel frame to verify the seismic retrofit effect of the proposed system, and an analysis model was developed in Opensees for seismic performance evaluation of a case study soft first-story model structure retrofitted with the developed steel frame assembly. Seismic performance of the model structure was also evaluated considering soil structure interaction effect. The experimental study confirmed that the proposed seismic retrofit system can be applied effectively to improve the seismic performance of framed structures. Time history analysis results of the model structure showed that the proposed steel frame assembly was effective in increasing the seismic load resisting capacity of the soft first-story structure. However more steel frame assemblies were required to satisfy the given performance limit state of the model structure located on weak soil due to the negative soil-structure interaction effect.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제4권6호
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• pp.1209-1221
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• 2010

Three dimensional (3D) video is expected to be an important application for broadcast and IP streaming services. One of the main limitations for the transmission of 3D video over IP networks is network bandwidth mismatch due to the large size of 3D data, which causes fatal decoding errors and mosaic-like damage. This paper presents a novel selective frame discard method to address the problem. The main idea of the proposed method is the symmetrical discard of the two dimensional (2D) video frame and the depth map frame. Also, the frames to be discarded are selected after additional consideration of the playback deadline, the network bandwidth, and the inter-frame dependency relationship within a group of pictures (GOP). It enables the efficient utilization of the network bandwidth and high quality 3D IPTV service. The simulation results demonstrate that the proposed method enhances the media quality of 3D video streaming even in the case of bad network conditions.

• 한국자동차공학회논문집
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• 제24권5호
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• pp.612-617
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• 2016

A motorcycle frame is a structure that endures the load and retains durability under various driving environments. A motorcycle has been developed with a diverse utility range, and its design has always been expanded to the newly created concept based on advanced engineering technologies. In this study, a compact motorcycle frame is considered to perform parametric studies that can enhance the stiffness of a frame with computational simulation. Finite element analysis is used to compare the deformation and stiffness of a base model and four case-models with three design-change-parameters. The parametric studies are analyzed to provide available methods that can be expected in the industrial fields of engineering design for a motorcycle frame.