• 한국정보처리학회논문지
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• 제4권5호
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• pp.1182-1195
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• 1997

멀티미디어 저작도구를 이용한 응용 프로그램 개발에 있어서, 기존의 저작도구를 멀티미디어 툴북의 경우 객체들이 사건을 기반으로 하는 상태 변환 방식을 사용하므로 프리젠테이션 을 자동으로 가능하게 할 수 있는 기능을 제공하지 못한다. 본 연구에서는 객체의 자동 변환 기법을 통하여 자동 프리젠테이션 기능을 멀티미디어 저작도구가 시스템 DLL(Dynamic Link Library) 형태로 제공하도록 하기 위한 객체 자동 변환기법을 개발하고자 이를 멀티미디어 툴복의 페이지 전환 및 미디어 제어 인터 페이스를 이용하여 오디오 자원의 상태 변환 기능을 추가하여 멀티미디어 저작도구의 기능 확정이 가능하게 하였다.

• Steel and Composite Structures
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• 제39권2호
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• pp.215-228
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• 2021

This paper investigates the effect of micromechanical models on the bending behavior of bidirectional functionally graded (BDFG) beams subjected to different mechanical loading. The material properties of the beam are considered to be graded in both axial and thickness directions according to a power law. The beam's behavior is modeled by the mean of quasi 3D displacement field that contain undetermined integral terms and involves a reduced unknown functions. Navier's method is employed to determine and compute the displacements and stress for a simply supported beam. Different homogenization schemes such as Voigt, Reus, and Mori-Tanaka are employed to analyze the response of the BDFG beam subjected to linear, uniform, exponential and sinusoidal distributed loading. The results obtained by the present method are compared with available results in the literature and a good agreement was found. Several numerical results are presented in tabular form and in figures to examine the effects of the material gradation, micromechanical models and types of loading on the bending response of BDFG beams. It can be concluded that the present theory is not only accurate but also simple in predicting the bending response of BDFG beam subjected to different static loads.

• 설비공학논문집
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• 제17권6호
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• pp.505-513
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• 2005

We measured the time-dependent concentration of VOCs emitted from Ondol floor, furniture, and the wall made of various building materials. After obtaining results from the previous measurement, we developed the estimation equations of the concentration decay, and obtained the estimated graphs for the concentration decay under different air change rates and loading factor conditions by using the estimated equations. We conducted our tests by applying our measurements to real residences for 110 days in the case of furniture and for 40 days in the case of the floor. We also conducted experiments in the cases of various wall materials for 7 days which totaled 10 times. We used the GC/FID for experiments for real residences accord-ing to the specified procedures of the NIOSH 1501, and carried out experiments for wall materials according to the specified procedures of the ASTM 5116-97. When conducting experiments for wall materials, we set the temperature and relative humidity at $23^{\circ}C$ and $50\%$, respectively. We also set the air change rate and loading factor at 0.7/h and $1.617 m^2/m^3$, respectively. Our results showed that it is possible to predict proplrly the time-dependent concentration decay of VOCs by using logarithmic functions in both cases of experiments for real residences and for wall materials. Furthermore, we found that the concentration decay rate of VOCs increased rapidly as the air exchange rate increased while the concentration decay rate decreased as the loading factor increased.

• 한국산학기술학회논문지
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• 제16권8호
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• pp.5654-5663
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• 2015

부(-)의 간극수압으로서 불포화토 내에 작용하는 석션은 입자간 응력을 증가시키며, 이에 따라 토립자 골격의 항복응력 및 소성전단강성을 증대시키는 등, 불포화토의 역학적 특성에 지대한 영향을 미친다. 따라서, 본 연구에서는 이러한 석션의 효과를 지진 등의 동적 하중조건에서 고려하기 위하여 불포화토에 대해 확장된 반복탄소성구성식에 근거한 응력-변형율 관계를 제 1 항복함수 및 제 2 항복함수를 고려하여 유도하였다. 본 관계를 2차원 및 3차원 수치해석에서 액상화 이후의 압밀거동 예측 등에 적용하는 경우에는 평균골격응력(Mean skeleton stress)의 변화를 반영하는 제 2 항복함수의 도입이 필요하나, 요소시뮬레이션에서는 제 1 항복함수만으로도 수치해석을 위한 각 물성치 및 석션 파라미터 결정이 가능할 것으로 사료된다. 본 관계와 응력반전을 반영한 반복재하 루틴을 함께 코딩(Coding)할 경우 불포화조건 하에서의 반복삼축압축시험에 대한 수치해석적 모사가 가능할 것으로 보이며, 본 연구결과는 동적 하중이 작용하는 불포화토 거동 예측의 정확도 제고에 기여할 것으로 전망된다.

• Advances in concrete construction
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• 제9권5호
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• pp.469-478
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• 2020

This study aims to establish a new methodological framework for the evaluation of the evolution of the reliability of plain concrete for pavement vs number of cycles under flexural fatigue loading. According to the framework, a new method calculating the reliability was proposed through probability simulation in order to describe a random accumulation of fatigue damage, which combines reliability theory, one-to-one probability density functions transformation technique, cumulative fatigue damage theory and Weibull distribution theory. Then the statistical analysis of flexural fatigue performance of cement concrete tested was carried out utilizing Weibull distribution. Ultimately, the reliability for the tested cement concrete was obtained by the proposed method. Results indicate that the stochastic evolution behavior of concrete materials under fatigue loading can be captured by the established framework. The flexural fatigue life data of concrete at different stress levels is well described utilizing the two-parameter Weibull distribution. The evolution of reliability for concrete materials tested in this study develops by three stages and may corresponds to develop stages of cracking. The proposed method may also be available for the analysis of degradation behaviors under non-fatigue conditions.

• Structural Engineering and Mechanics
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• 제81권1호
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• pp.93-102
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• 2022

The optimum design of reinforced concrete cantilever retaining walls subjected to seismic loads is an extremely important challenge in structural and geotechnical engineering, especially in seismic zones. This study proposes an adaptive sperm swarm optimization algorithm (ASSO) for economic design of retaining structure under static and seismic loading. The proposed ASSO algorithm utilizes a time-varying velocity damping factor to provide a fine balance between the explorative and exploitative behavior of the original method. In addition, the new method considers a reasonable velocity limitation to avoid the divergence of the sperm movement. The proposed algorithm is benchmarked with a set of test functions and the results are compared with the standard sperm swarm optimization (SSO) and some other robust metaheuristic from the literature. For seismic optimization of retaining structures, Mononobe-Okabe method is employed for dynamic loading conditions and total construction cost of the structure is considered as the single objective function. The optimization constraints include both geotechnical and structural restrictions and the design variables are the geometrical dimensions of the wall and the amount of steel reinforcement. Finally, optimization of two benchmark retaining structures under static and seismic loads using the ASSO algorithm is presented. According to the numerical results, the ASSO may provide better optimal solutions, and the designs obtained by ASSO have a lower cost by up to 20% compared with some other methods from the literature.

• Wind and Structures
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• 제31권3호
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• pp.255-267
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• 2020

A systematic set of low-speed wind tunnel experiments was performed at Re = 6.5×10⁴ and 1.1×10⁵ to study the mean wind loading experienced by surface-mounted finite-height square prisms for different aspect ratios, incidence angles, and boundary layer thicknesses. The aspect ratio of the prism was varied from AR = 1 to 11 in small increments and the incidence angle was changed from α = 0° to 45° in increments of 1°. Two different boundary layer thicknesses were used: a thin boundary layer with δ/D = 0.8 and a thick boundary layer with δ/D = 2.0-2.2. The mean drag and lift coefficients were strong functions of AR, α, and δ/D, while the Strouhal number was mostly influenced by α. The critical incidence angle, at which the prism experiences minimum drag, maximum lift, and highest vortex shedding frequency, increased with AR, converged to a value of α_c = 18° ± 2° once AR was sufficiently high, and was relatively insensitive to changes in δ/D. A local maximum value of mean drag coefficient was identified for higher-AR prisms at low α. The overall behaviour of the force coefficients and Strouhal number with AR suggests the possibility of three flow regimes.

• 설비공학논문집
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• 제15권10호
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• pp.802-808
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• 2003

The air-side particulate fouling of the HVAC heat exchangers degrades the performance of cooling capacity, pressure drop across a heat exchanger, and indoor air quality. The purpose of this study is to investigate the fouling characteristics using accelerated particle loading system. The fouling characteristics are analyzed as functions of a dust concentration, a face velocity and a wet or dry surface condition. The pressure drop increases with increasing test operation and reaches constant asymptotic level. For the saturated condition due to particle loading, the pressure drop across the slitted finned-tube heat exchangers at the face velocity of 1 m/sec increases up to 57% and the cooling capacity decreases about 2%. The cooling capacities are not affected greatly by the presence of the fouling deposits if the thickness of the fouling deposits can not change substantially the flow pattern through the fins.

• International Journal of Internet, Broadcasting and Communication
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• 제11권2호
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• pp.31-42
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• 2019

As smartphone H/W performance and mobile communication service have been enhanced, large-capacity 3D modeling files are available in smartphones. Common formats of 3D modeling files include STL (STereoLithography), OBJ (Wavefront file format specification), FBX (Filmbox), and glTF (open GL Transmission Format). Each format has different characteristics depending on the configuration and functions, and formats that are supported are varied depending on the applications. Large-size files are commonly used. The 4th generation mobile communication network secures loading of 3D modeling files and transmission of large-size geometric files in order to provide augmented reality services via smartphones. This paper explains the concepts and characteristics of major 3D file formats such as OBJ, FBX, and glTF. In addition, it compares their performance in a wired web with that in the 4th generation mobile communication network. The loading time and packet transmission in each 3D format are also measured by means of different mobile web browsers (Google Chrome and MS Edge). The experiment result shows that glTF demonstrated the most efficient performance while the loading time of OBJ was relatively excessive. Findings of this study can be utilized in selecting specific 3D file formats for rendering time reduction depending on the mobile web environments.

• 정보과학회 컴퓨팅의 실제 논문지
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• 제23권8호
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• pp.510-515
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• 2017

웹 어플리케이션은 로딩 시간을 빠르게 하는 것이 중요하다. 파싱은 로딩 과정 중 하나로서 로딩을 길어지게 하는 원인이 되고 있다. 이러한 이유로 파싱 쓰레드를 만들어 파싱을 병렬화 시킨 동시 파싱 기법이 제안되었다[3]. 그러나 동시 파싱은 파싱 순서에 대한 고려가 없다는 한계가 있었다. 본 논문에서는 동시 파싱을 사용할 때 어떤 함수를 먼저 파싱해야 하는가에 대한 휴리스틱을 제안한다. 파싱 우선 순위를 정하기 위해 실제 웹 어플리케이션의 자바스크립트 함수들을 분석하여 함수를 세 가지 기준으로 분류하였고, 각 분류의 호출 확률(call probability)을 구하였다. 조사한 호출 확률을 이용하여 높은 호출 확률을 갖는 함수들에 높은 파싱 우선 순위를 주었고, 반대로 낮은 호출 확률의 함수들은 낮은 우선 순위를 주었다. 정의한 우선 순위를 토대로 휴리스틱을 제안했고 이를 검증하기 위해 실제 웹 어플리케이션에서 로딩 시간을 측정하여 최대 3.8%, 평균 2.6%의 로딩 시간을 단축하였다.