• Journal of Korean Society of Steel Construction
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• v.23 no.1
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• pp.13-27
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• 2011

This paper presents an investigation of the structural stability of cable-stayed bridges, using geometric nonlinear finite-element analysis and considering various geometric nonlinearities, such as the sag effect of the cables, the beam-column effect of the girder and mast, and the large displacement effect. In this analytic research, a nonlinear frame element and a nonlinear equivalent truss element were used to model the girder, mast, and cable member. The live-load cases that were considered in this research were assumed based on the traffic loads. To perform reasonable analytic research, initial shape analyses in the dead-load case were performed before live-load analysis. In this study, the geometric nonlinear responses of the cable-stayed bridges with different cable arrangement types were compared. After that, parametric studies on the characteristics of the structural stability in critical live-load cases were performed considering various geometric parameters, such as the cable arrangement type, the stiffness ratios of the girder and mast, the area of the cables, and the number of cables. Through this parametric study, the effect of geometric shapes on the structural stability of cable-stayed bridges was investigated.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.8 no.2
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• pp.205-213
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• 1988

It is not a simple task to optimize a cable stayed bridge, because it involves, in addition to the section properties, number and arrangement of cables, initial tension forces of cables, and type and height of the tower as design variables. This study deals with an optimization problem of cable stayed bridges considering initial cable forces, section properties of the girder and the tower, and coordinates of the tower. In order to avoid difficulties in dealing with numerous variables which interact mutually, separate design spaces are adopted for initial cable forces, section properties, and coordinates, respectively. Strain energy stored in the structure is used as the object function in the design of the initial cable forces, while weight of the structure is used in the design of section and coordinates. Upper and lower limits of the initial forces, allowable stresses including the effect of buckling, and lower limit of the sectional area are considered as constraints. The proposed method is applied to a fan type bridge and a harp type bridge. It is believed through comparison of the results to the previous results in the literature that the proposed method renders rational design values. It is also shown that the coordinate optimization, which is usually deleted in the optimization process, results in additional saving of materials.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.2
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• pp.74-81
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• 2014

In this study, it was conducted to improve the performance of stud of Steel Plate Concrete(SC) walls subjected to bending moment. Non-linearity of contact interface, connection, and material properties were considered in finite element modeling of SC wall. In order to validate the analytical model, furthermore, a foregoing laboratory experiment was simulated by FEM, so that comparison between the measured result and the analysis result have be done. The size of the analytical model was determined by reflecting various references and the analyses were performed according to various shapes and arrangements of stud. Additionally, the validity of the model considering the related provisions in the KEPIC SNG standard was also considered. As a result, the optimal shape and spacing of studs was proposed through this numerical analysis and standard verification.

• KOMUNHWA
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• no.59
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• pp.64-87
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• 2002

The Burial of the living with the dead in Yeongnam Region began to appear between the late 3rd and the early 4th centuries when dramatic social changes, such as the emergence of fortresses, stoneware, and the division of Gyeongju style and Gimhae style ou

• Journal of KIISE
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• v.42 no.8
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• pp.1049-1056
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• 2015

Runtime Intrusion Prevention Evaluator (RIPE), published in 2011, is a benchmark suite for evaluating mitigation techniques against 850 attack patterns using only buffer overflow. Since RIPE is built as a single process, defense and attack routines cannot help sharing process states and address space layouts when RIPE is tested. As a result, attack routines can access the memory space for defense routines without restriction. We separate RIPE into two independent processes of defense and attacks so that mitigations based on confidentiality such as address space layout randomization are properly evaluated. In addition, we add an execution mode to test robustness against brute force attacks. Finally, we extend RIPE by adding 38 attack forms to perform format string attacks and virtual table (vtable) hijacking attacks. The revised RIPE contributes to the diversification of attack patterns and precise evaluation of the effectiveness of mitigations.

• Journal of the Korea Computer Graphics Society
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• v.15 no.4
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• pp.31-40
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• 2009

Captured motion data is widely used today in a variety of areas including film production, game development, sports analysis, and medical rehabilitation. The ability of analyzing and processing motion data has increased rapidly for last decades. However, it is still difficult for users to quickly understand the contents of motion data consisting of a series of time-varying poses. One typical approach is to visualize consecutive poses in sequence while adjusting three-dimensional view, which is often time-consuming and laborious especially when users need to repeatedly control time and view in order to search for desired motions. We present a method of visualizing motion data as a sequence of images in comic book layout so that users can rapidly understand the overall flows of motion data, and easily identify their desired motions. The usefulness of our approach is demonstrated by visualizing various kinds of motion data including locomotion, boxing, and interaction with environments.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.6A
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• pp.955-963
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• 2006

As the geometrical characteristic of the curved bridge, the seismic response of curved bridges are different from straight bridges. This study analyzed the seismic response of the curved bridges considering diverse factors such as radius of curvature, direction of seismic load and support condition. The improved simple modeling of the curved bridge for seismic analysis is proposed, and it is compared with the detail modeling in order to verify the simple modeling. Three simply supported curved bridges and six 3-span continuous bridges are selected for seismic analysis. The behavior of curved bridges are evaluated in terms of the displacement and the force at supports and piers under seismic load applied in various directions. The results of this study show that upward reaction force may appear in simply supported curved bridge under seismic load. And continuous curved bridges are affected by the direction of the seismic load.

• The Journal of the Korea Contents Association
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• v.19 no.11
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• pp.178-189
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• 2019

This paper is aimed at more carefully studying C. P. E. Bach's Fugues, which have been relatively less appreciated in his study. Fugue is the most sophisticated music with its highly contrapuntal texture, and it is often paired with the contrasting Prelude or Fantasia. C. P. E. Bach introduces an unprecedented attempt by merging seemingly contrasting Fugue and Improvisational passages into one piece of music rather than simply placing the two music pieces side by side. In his unprecedented attempt, the basic concept and typical form of Fugue are roughly maintained, but the insertion of improvisational performance techniques in both the subject and the detailed progression takes great importance. This Study examines the connection of C. P. E. Bach's Fugue and Improvisational Techniques by analyzing his 7 Fugues.

• Proceedings of the Korean Information Science Society Conference
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• 2006.10d
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• pp.112-117
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• 2006

그리드 환경은 원격의 이질적인 자원들을 서로 공유하며 상호 접근이 가능하도록 하여 사용자의 작업을 처리할 수 있는 메커니즘을 제공한다. 이때 그리드에 참여하는 각 노드들은 그리드에 자유롭게 참여 및 탈퇴가 가능하다는 점에서 P2P(Peer-to-Peer) 네트워크 구조와 유사하다. 또한 그리드 정보 서비스의 배치(deployment)와 특정한 자원 검색 서비스의 측면을 고려할 때 P2P 구조는 그리드 환경에서 유용하게 활용 될 수 있다. 따라서 그리드를 설계함에 있어 기존의 방법과는 달리 P2P 형식으로 그리드를 구성하는 것은 시스템의 확장성과 이에 따른 효율성을 개선하는 중요한 요소가 된다. 본 논문에서는 P2P 형식의 그리드를 구성하는데 필요한 계층형 Ring 기반의 멤버쉽 프로토콜을 제안한다. 계층형 Ring 기반의 멤버쉽 프로토콜은 제한된 네트워크 연결만을 가지게 되므로 멤버쉽을 위한 통신 비용을 감소 시킬 수 있게 되며, 각 노드에서 유지해야 하는 멤버쉽 정보들이 지역적인 정보들만을 대상으로 하기 때문에 멤버쉽 정보 유지에 따른 관리 비용 또한 감소하게 되는 장점을 갖게 된다.

• Proceedings of the Korea Information Processing Society Conference
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• 2014.04a
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• pp.97-100
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• 2014

전자책 (E-Book)에 대한 수요가 커짐에 따라서 전자책 시장이 점점 커지고 있다. 이에 PDF 와 같은 다른 형태의 문서들을 전자책으로 변환하는 프로그램 및 서비스들에 대한 요구가 늘어가고 있다. 전자책의 공급 규모가 커지고 형식이 발전함에 따라서 대규모의 전자책들을 빠르고 효율적으로 변환 가능하게 하는 환경의 조성이 필요하게 되었다. 기존 시장에 배포되거나 출판된 PDF형식의 문서를 오픈소스 변환 라이브러리를 이용하여 변환할 수 있는 변환기를 작성하고, 이를 이용해 대규모 PDF 를 저장하고 있는 분산 저장 시스템에서 백그라운드 배치 작업으로 변환할 수 있는 구조를 설계 및 제안한다. 본 논문에서는 전자책의 효율적인 변환을 위한 분산 환경에서의 작업 배분방법을 다룬다.