• 디지털콘텐츠학회 논문지
• /
• 제13권2호
• /
• pp.169-176
• /
• 2012

본 논문에서는 3차원 콘텐츠의 효율적인 병렬 시각화 프로그래밍을 위한 CUDA(Compute Unified Device Architecture) 환경에서의 객체 지향 플랫폼을 제안한다. 이러한 목적을 위해 GPU 프로그래밍을 위한 CUDA 환경에서의 C++ 객체 지향 프로그래밍의 특성과 제약을 논의하고 그 해결 방안을 제시하며 MVC (Model/View/Controller) 디자인 패턴에 기초한 3차원 병렬 시각화 플랫폼의 구현을 제안한다. 또한 이 MVC 디자인 패턴에 따라 적분형 MLS(iMLS)와 부호 거리장(SDF)을 이용한 3차원 모델링 기법을 Marching Cubes 및 Raytracing으로 시각화하는 예제의 구현을 논의한다. 제안하는 방법은 간단한 인터페이스의 구현만으로 GPU 병렬 처리가 자동화된다는 특징이 있으며 개발자 입장에서 객체 지향 프로그래밍의 일반적인 장점들, 즉, 코드 관리 용이성, 코드 재활용 등의 이점을 추상화와 상속을 통해 병렬 환경에서도 실현한다. 본 논문에서는 제안하는 플랫폼에 대해 두 가지 사례만 구현했으나 다양한 모델링 기법과 시각화 기법을 조합할 수 있기 때문에 컴퓨터 그래픽스 전반에서 널리 활용 가능할 것으로 기대한다.

• Coupled systems mechanics
• /
• 제9권3호
• /
• pp.237-264
• /
• 2020

This article investigates the static behaviour of functionally graded (FG) plates sometimes declared as advanced composite plates by using a simple and accurate quasi-3D and 2D hyperbolic higher-order shear deformation theories. The properties of functionally graded materials (FGMs) are assumed to vary continuously through the thickness direction according to exponential law distribution (E-FGM). The kinematics of the present theories is modeled with an undetermined integral component and satisfies the free transverse shear stress conditions on the top and bottom surfaces of the plate; therefore, it does not require the shear correction factor. The fundamental governing differential equations and boundary conditions of exponentially graded plates are derived by employing the static version of principle of virtual work. Analytical solutions for bending of EG plates subjected to sinusoidal distributed load are obtained for simply supported boundary conditions using Navier'is solution procedure developed in the double Fourier trigonometric series. The results for the displacements and stresses of geometrically different EG plates are presented and compared with 3D exact solution and with other quasi-3D and 2D higher-order shear deformation theories to verify the accuracy of the present theory.

• 지구물리와물리탐사
• /
• 제10권2호
• /
• pp.154-160
• /
• 2007

이 논문에서는 Mackie et al. (1994), Sasaki (1999) 및 Nam et al. (2007)이 개발한 3차원 자기지전류 탐사 모델링 알고리듬의 특징을 자세히 비교 분석하고자 한다. Mackie et al. (1994)과 Sasaki (1999)의 알고리듬은 유한차분법(FDM)에 기초한 반면, Nam et al. (2007)의 알고리듬은 변유한요소법(EFEM)에 기초하고 있다. 이들 세 가지 방법으로 COMMEMI 3D-2 모형의 해를 구하고 적분방정식법의 해와 비교하였으며, 또한 세 가지 격자에 대해 세 개 주파수에서 계산시간을 비교하였다. FDM에 기반을 둔 두 가지 기법에서는 EFEM을 이용하는 경우보다 빠른 시간에 해를 계산할 수 있으며 이때 계산된 겉보기비저항과 위상은 전체적으로 적분방정식법의 해와 잘 일치하였으며 이상체 근처에서만 작은 차이를 보인다. 한편 EFEM에 기초한 알고리듬도 비교적 합리적인 시간 내에 매우 정확한 해를 계산할 수 있으며 지형을 포함한 경우에도 해를 계산할 수 있는 장점이 있다.

• STI Policy Review
• /
• 제3권2호
• /
• pp.130-151
• /
• 2012

Fraunhofer was founded in 1949 and grew into Europe's largest application-oriented research organization. Fraunhofer currently employs over 20,000 members in Germany, is internationally networked, and manages an R&D budget of over 1,8 Billion Euros per year. An important step for Fraunhofer to become an integral component of the German innovation system was the introduction of the Fraunhofer Model of financing based on a performance-related system of financial management. The underlying model of the allocation and distribution of public funding to Fraunhofer that is subsequently allotted to specific research groups is one of the success factors of Fraunhofer. Fraunhofer is proud of its decentralized organizational model. Fraunhofer is comprised of 60 Institutes in Germany working in different fields, under one legal framework, and with a strong brand value. Every Fraunhofer Institute is affiliated with a German University and every institute director simultaneously holds a chair at the affiliated university. It is a challenge for the headquarter organization to balance the intended competition of individual Fraunhofer Institutes with complementarity cooperation in science among Fraunhofer-Institutes, especially when coming from different knowledge domains; however, this goal results in a significant advantage. The unique strengths of Fraunhofer offer system solutions in a world with increasingly complex R&D challenges. While growing to become the largest organization on Europe to focus on applied research it is the challenge to remain an agile organization that is flexible in organizational structure. Fraunhofer has reached a well-recognized position in the European innovation landscape. It is often referred to by science and governments as a role model for innovation policy and a key element of the latest successes in the German economy that has recovered quicker from the latest economic crisis than most other western economies. The paper explains Fraunhofer as an organizational paradigm and its underlying management model to elaborate on the challenges of managing a research organization. We wish to show how it is possible to transfer the management model and philosophy of Fraunhofer to innovation systems with different framework conditions and challenges. A universal conclusion may be drawn based on the description of Fraunhofer; however, changes in existing structures and innovation systems cannot be implemented over night.

• 한국방재학회:학술대회논문집
• /
• 한국방재학회 2008년도 정기총회 및 학술발표대회
• /
• pp.249-252
• /
• 2008

본 연구에서 북한의 지진자료에 대해 지진파의 이론적인 파형이 파수(wavenumber)와 주파수(frequency)에 대한 적분의 형태로 계산된다. 이 방법은 매질에 대해 많은 층의 입력값을 적용할 수 있기 때문에 실제지진 자료와 비슷한 이론적인 파형을 계산할 수 있다. 반복 작업에 의해 각 층의 두께와 속도, 감쇄상수 등을 고려한 한반도 지각에 가장 잘 적용할 수 있는 모델을 사용해서 북한의 폭파와 지진자료와 비슷한 이론적인 파형을 계산하였다. 본 연구의 결과는 지표의 퇴적층의 두께, 속도, 감쇄 상수가 이론적인 파형 계산에 매우 중요하다는 사실을 말한다. 실제 지진자료와 이론 파형을 비교 시, 초기 주시와 파형의 모양이 아주 잘 맞는 것을 볼 때 결과 모델이 한반도의 실제 지각구조와 매우 비슷하고 북한의 지진자료의 이론 파형 계산이 잘 되었다는 것을 알 수 있다.

• 사물인터넷융복합논문지
• /
• 제2권2호
• /
• pp.21-26
• /
• 2016

본 논문에서는 지역 상권들과의 연계가 가능하며 실시간 관광정보 업데이트 및 무선 데이터망 없이도 관광정보를 제공할 수 있는 블루투스 비콘기반의 온오프라인 관광 솔루션(BBTS)을 제안한다. BBTS는 블루투스 기반의 저전력 데이터 공급시스템과 비콘과 연동 가능한 스마트 어플리케이션으로 구성되어 있다. 데이터 공급시스템은 브류투스 비콘 기반의 Pairing/non-pairing 데이터 전송모듈과 일체형 하드웨어로 되어있다. 스마트 어플리케이션은 설치된 비콘 중심으로 사용자의 실내위치정보를 제공하는 모듈, 주변정보(교통, 숙박 쇼핑, 관광지 등)를 제공하는 기능 그리고 관광지 정보수집 서버구축과 내부 가이드 어플리케이션으로 구성되어 있다. BBTS는 Beacon 기술을 활용하기 때문에 관광객이 요구하는 실내 관광서비스가 가능하며 실외관광 정보는 비콘에서 수신 받는 정보를 APK 파일로 스마트폰에 다운받아 서비스를 제공받을 수 있도록 개발되어 스마트관광 서비스 산업에 큰 파급효과를 불러일으킬 수 있을 것으로 기대된다.

• Structural Engineering and Mechanics
• /
• 제74권3호
• /
• pp.365-380
• /
• 2020

The focus of this paper is to develop an analytical approach based on an efficient shear deformation theory with stretching effect for bending stress analysis of cross-ply laminated composite plates subjected to transverse parabolic load and line load by using a new kinematic model, in which the axial displacements involve an undetermined integral component in order to reduce the number of unknowns and a sinusoidal function in terms of the thickness coordinate to include the effect of transverse shear deformation. The present theory contains only five unknowns and satisfies the zero shear stress conditions on the top and bottom surfaces of the plate without using any shear correction factors. The governing differential equations and its boundary conditions are derived by employing the static version of principle of virtual work. Closed-form solutions for simply supported cross-ply laminated plates are obtained applying Navier's solution technique, and the numerical case studies are compared with the theoretical results to verify the utility of the proposed model. Lastly, it can be seen that the present outlined theory is more accurate and useful than some higher-order shear deformation theories developed previously to study the static flexure of laminated composite plates.

• Steel and Composite Structures
• /
• 제39권1호
• /
• pp.95-107
• /
• 2021

In this work, the dynamic response of functionally graded beams on variable elastic foundations is studied using a novel higher-order shear deformation theory (HSDT). Unlike the conventional HSDT, the present one has a new displacement field which introduces undetermined integral variables. The FG beams were assumed to be supported on Winkler-Pasternak type foundations in which the Winkler modulus is supposed to be variable in the length of the beam. The variable rigidity of the elastic foundation is assumed to be linear, parabolic and sinusoidal along the length of the beam. The material properties of the FG porous beam vary according to a power law distribution in terms of the volume fraction of the constituents. The equations of motion are determined using the virtual working principle. For the analytical solution, Navier method is used to solve the governing equations for simply supported porous FG beams. Numerical results of the present theory for the free vibration of FG beams resting on elastic foundations are presented and compared to existing solutions in the literature. A parametric study will be detailed to investigate the effects of several parameters such as gradient index, thickness ratio, porosity factor and foundation parameters on the frequency response of porous FG beams.

• Steel and Composite Structures
• /
• 제42권2호
• /
• pp.243-256
• /
• 2022

A coupled finite element method (FEM)-boundary element method (BEM) for analyzing the hydroelastic response of functionally graded carbon nanotube-reinforced composite (FG-CNTRC) floating plates under moving loads is firstly introduced in this article. For that aim, the plate displacement field is described utilizing a generalized shear deformation theory (GSDT)-based FEM, meanwhile the linear water-wave theory (LWWT)-relied BEM is employed for the fluid hydrodynamic modeling. Both computational domains of the plate and fluid are coincidentally discretized into 4-node Hermite elements. Accordingly, the C1-continuous plate element model can be simply captured owing to the inherent feature of third-order Hermite polynomials. In addition, this model is also completely free from shear correction factors, although the shear deformation effects are still taken into account. While the fluid BEM can easily handle the free surface with a lower computational effort due to its boundary integral performance. Material properties through the plate thickness follow four specific CNT distributions. Outcomes gained by the present FEM-BEM are compared with those of previously released papers including analytical solutions and experimental data to validate its reliability. In addition, the influences of CNT volume fraction, different CNT configurations, water depth, and load speed on the hydroelastic behavior of FG-CNTRC plates are also examined.

• Geomechanics and Engineering
• /
• 제32권2호
• /
• pp.159-177
• /
• 2023

In the present work, a simple and refined shear deformation theory is used to analyze the effect of visco-elastic foundation on the buckling response of exponentially-gradient sandwich plates under various boundary conditions. The proposed theory includes indeterminate integral variables kinematic with only four generalized parameters, in which no shear correction factor is used. The visco-Pasternak's foundation is taken into account by adding the influence of damping to the usual foundation model which characterized by the linear Winkler's modulus and Pasternak's foundation modulus. The four governing equations for FGM sandwich plates are derived by employing principle of virtual work. To solve the buckling problem, Galerkin's approach is utilized for FGM sandwich plates for various boundary conditions. The analytical solutions for critical buckling loads of several types of powerly graded sandwich plates resting on visco-Pasternak foundations under various boundary conditions are presented. Some numerical results are presented to indicate the effects of inhomogeneity parameter, elastic foundation type, and damping coefficient of the foundation, on the critical buckling loads.