• 대한토목학회논문집
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• 제8권1호
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• pp.77-85
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• 1988

본 연구(硏究)에서는 지진(地震)하중을 받는 선형비례감쇠(線形比例減衰) 시스템의 층응답(層應答) 스펙트럼을 random vibration 이론(理論)을 적용하여 계산(計算)하는 방법을 제시(提示)하였다. 해석(解析)방법으로는 모드가속도법(加速度法)을 사용하였으며 구조물(構造物)-기기(機器)의 상호작용(相互作用)은 고려하지 않았다. 입력지진운동(入力地震運動)과 기기(機器)의 응답(應答)을 평균(平均)값이 영(零)인 정상(定常) Gauss 과정(過程)으로 가정하였다. 입력지진(入力地震)의 천이특성을 Vanmarcke 방법(方法)에 따라 첨두계수(尖頭係數) 계산시 고려하였다. 층응답(層應答) 스펙트럼을 공진(共振)과 비공진(非共振)으로 구분(區分)하여 계산하였으며 응답(應答)계산시 구조물(構造物)과 진동체(振動體)의 첨두계수(尖頭係數)는 지반응답(地盤應答) 스펙트럼의 첨두계수(尖頭係數)와 동일(同一)하다고 가정하였다. 적용예(適用例)에서는 시간이력해석(時間履歷解析)의 결과와 비교(比較)함으로써 본 연구(硏究)의 타당성(妥當性)을 입증(立證)하였다. 본(本) 논문(論文)의 해석방법(解析方法)을 사용(使用)하면 비교적(比較的) 정확(正確)한 안전측(安全側)의 결과(結果)를 얻을 수 있으며 시간이력해석법(時間履歷解析法)에 비해 계산시간(計算時間)을 상당(相當)히 절약할 수 있다.

• 대한전자공학회논문지SD
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• 제38권9호
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• pp.624-633
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• 2001

회절격자 반주기 길이의 랜덤 변이가 QWS-DFB 레이저의 특성을 나타내는 척도인 xL 값에 미치는 영향을 알아보았다. QWS-DFB 레이저의 양 거울면은 무반사면으로 하였고, 회절격자 랜덤 변이는 평균이 0이고 분산이 1인 상관되어 있는 두 Gaussian 랜덤 변수로 나타내었다. 회절격자 반주기의 랜덤 변이가 있으면 동일 위상성분의 되먹임이 적어져 유효 xL 값이 감소하고 모드 간격이 줄어든다. 그런데, 회절격자 주기의 랜덤 변이가 있을 때 곁모드 간격에서 구한 결합계수 xL/sub SM/값과 주모드 거울면 손실에서 구한 xL/sub SM/는 일치하지 않으며, 랜덤 변이가 없을 때의 xL값보다 작다. 이 결과는 곁모드 간격 또는 spontaneous emission spectrum을 사용하여 측정한 xL/sub SM/ 값을 실제로 되먹임되는 정도를 나타내는 xL/sub eff/로 해석하여서는 안된다는 사실을 보여준다.

• Steel and Composite Structures
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• 제29권4호
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• pp.527-544
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• 2018

The paper presents the study on a change in modal parameters and structural stiffness of cable-stayed Fiberline Bridge made entirely of Glass Fiber Reinforced Polymer (GFRP) composite used for 20 years in the fjord area of Kolding, Denmark. Due to this specific location the bridge structure was subjected to natural aging in harsh environmental conditions. The flexural properties of the pultruded GFRP profiles acquired from the analyzed footbridge in 1997 and 2012 were determined through three-point bending tests. It was found that the Young's modulus increased by approximately 9%. Moreover, the influence of the temperature on the storage and loss modulus of GFRP material acquired from the Fiberline Bridge was studied by the dynamic mechanical analysis. The good thermal stability in potential real temperatures was found. The natural vibration frequencies and mode shapes of the bridge for its original state were evaluated through the application of the Finite Element (FE) method. The initial FE model was created using the real geometrical and material data obtained from both the design data and flexural test results performed in 1997 for the intact composite GFRP material. Full scale experimental investigations of the free-decay response under human jumping for the experimental state were carried out applying accelerometers. Seven natural frequencies, corresponding mode shapes and damping ratios were identified. The numerical and experimental results were compared. Based on the difference in the fundamental natural frequency it was again confirmed that the structural stiffness of the bridge increased by about 9% after 20 years of service life. Data collected from this study were used to validate the assumed FE model. It can be concluded that the updated FE model accurately reproduces the dynamic behavior of the bridge and can be used as a proper baseline model for the long-term monitoring to evaluate the overall structural response under service loads. The obtained results provided a relevant data for the structural health monitoring of all-GFRP bridge.

• 대한조선학회논문집
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• 제30권2호
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• pp.141-154
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• 1993

본 논문에서는 주변 단순 지지된, 용접된 편면 보강판의 압축 최종 강도를 구하는 간략한 방법을 제안하고자 한다. 우선, 용접에 의한 변형 및 잔류응력과 같은 초기결함을 간략한 방법으로 추정하고, 이 초기결함이 존재하는 보강판의 붕괴 양식을 가정하여, 각 양식에 대해 최종 강도를 구하고, 여러 붕괴 하중에 때해 최소치를 택함으로 보강판의 붕괴 하중을 얻는다. 보강판이 최종 강도 상태에 달하기까지 붕괴 과정을 다음과 같이 가정한다. (1) 보강판의 전체 좌굴$\rightarrow$보강재의 굽힘에 의한 전체 붕괴 (2) 판재의 국부 좌굴$\rightarrow$판재의 국부 붕괴$\rightarrow$보강재의 전단면 항복에 의한 전체 붕괴 (3) 판재의 국부 좌굴$\rightarrow$보강재의 굽힘에 의한 전체 붕괴 (4) 판재의 국부 좌굴$\rightarrow$판재의 국부 붕괴$\rightarrow$보강재의 비틂 변형(tripping)에 의한 전체 붕괴 붕괴 하중 계산을 위해 Rayleigh-Ritz 법에 기초한 탄소성 대변형 해석을 수행하고, 소성 붕괴선을 가정한 소성 해석을 수행하여 탄성 해석선과 소성 해석선의 교점을 최종 강도로 택한다. 본 방법을 비선형 유한요소법과 비교해 보면 극히 짧은 계산 시간에 양호한 결과를 산출한다는 것을 알 수 있다. 본 방법에 의한 해석 결과를 통해 판재의 국부 거동에 미치는 보강재의 비틂 강성의 효과를 고찰하였고, 보강재의 굽힘에 의한 전체붕괴와 비틂 변형(tripping)에 의한 전체 붕괴의 기준이 되는 보강재의 형상을 제시할 수 있었다.

• International Journal of Aeronautical and Space Sciences
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• 제17권1호
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• pp.89-100
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• 2016

Given the unpredictability of the space environment, satellite communications are manually performed by exchanging telecommands and telemetry. Ground support for orbiting satellites is given only during limited periods of ground antenna visibility, which can result in conflicts when multiple satellites are present. This problem can be regarded as a scheduling problem of allocating antenna support (task) to limited visibility (resource). To mitigate unforeseen errors and costs associated with manual scheduling and mission planning, we propose a novel method based on a genetic algorithm to solve the ground support problem of multiple satellites and antennae with visibility conflicts. Numerous scheduling parameters, including user priority, emergency, profit, contact interval, support time, remaining resource, are considered to provide maximum benefit to users and real applications. The modeling and formulae are developed in accordance with the characteristics of satellite communication. To validate the proposed algorithm, 20 satellites and 3 ground antennae in the Korean peninsula are assumed and modeled using the satellite tool kit (STK). The proposed algorithm is applied to two operation modes: (i) telemetry, tracking, and command and (ii) payload. The results of the present study show near-optimal scheduling in both operation modes and demonstrate the applicability of the proposed algorithm to actual mission control systems.

• 품질경영학회지
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• 제17권2호
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• pp.17-26
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• 1989

This paper is concerned with forecasting the existing number of errors in the computer software and optimizing the stopping time of the software test based upon the forecasted number of errors. The most commonly used models have assessed software reliability under the assumption that the software failure late is proportional to the current fault content of the software but invariant to time since software faults are independents of others and equally likely to cause a failure during testing. In practice, it has been observed that in many situations, the failure rate decrease. Hence, this paper proposes a mathematical model to describe testing situations where the failure rate of software limearly decreases proportional to testing time. The least square method is used to estimate parameters of the mathematical model. A cost model to optimize the software testing time is also proposed. In this cost mode two cost factors are considered. The first cost is to test execution cost directly proportional to test time and the second cost is the failure cost incurred after delivery of the software to user. The failure cost is assumed to be proportional to the number of errors remained in the software at the test stopping time. The optimal stopping time is determined to minimize the total cost, which is the sum of test execution cast and the failure cost. A numerical example is solved to illustrate the proposed procedure.

• 터널과지하공간
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• 제6권2호
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• pp.157-165
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• 1996

In order to analyze the effects of ground vibration caused by underground blasting having an effect on structure, the particle velocity and acceleration are calculated by using DYNPAK program. The DYNPAK program analyzes nonlinear transient dynamic problem and adopts the very popular and easily implemented, explicit, central difference scheme. In this program, the material behavior is assumed to be elasto-viscoplastic. Using the particle acceleration history, modal analysis method is applied to the forced vibration response of multiple-degree-of-freedom(MDOF) systems using unclupled equations of motion expressed in terms of the system's natural circular frequencies and modal damping factors. AS a means of evaluating the vibration behavior of building structure subjected to underground blasting, the time response of the displacements relative to the ground of five-story building is determined. It is concluded that the amount of explosives consumed per round, the location of structure, the properties of rock medium, the stiffness fo structure, etc. act on the important factors influencing on the safety of building and that the response of a structure subjected to a forced excitation can usually be obtained with reasonable accuracy by the modal analysis of only a few mode of the lower frequencies of the system.

• Structural Engineering and Mechanics
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• 제68권2호
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• pp.247-259
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• 2018

In this study (Part I), an advanced empirical formulation was proposed to predict the ultimate strength of initially deflected steel plate subjected to longitudinal compression. An advanced empirical formulation was proposed by adopting Initial Deflection Index (IDI) concept for plate element which is a function of plate slenderness ratio (${\beta}$) and coefficient of initial deflection. In case of initial deflection, buckling mode shape, which is mostly assumed type in the ships and offshore industry, was adopted. For the numerical simulation by ANSYS nonlinear finite element method (NLFEM), with a total of seven hundred 700 plate scenarios, including the combination of one hundred (100) cases of plate slenderness ratios with seven (7) representative initial deflection coefficients, were selected based on obtained probability density distributions of plate element from collected commercial ships. The obtained empirical formulation showed good agreement ($R^2=0.99$) with numerical simulation results. The obtained outcome with proposed procedure will be very useful in predicting the ultimate strength performance of plate element subjected to longitudinal compression.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2008년도 춘계학술대회논문집
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• pp.81-89
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• 2008

This paper is concerned with the development of the piezoelectric energy harvesting(PEH) device for ubiquitous sensor node(USN). The USN needs auxiliary power to lengthen its operational life. In this study, the piezoelectric energy harvesting system consisting of a cantilever with a tip mass and piezoelectric wafer was investigated in detail both theoretically and experimentally. The dynamic model for the addressed system was derived using the assumed mode method. The resulting equations of motion were expressed in matrix form, which had never been developed before. The power output characteristics of the PEH was then calculated and discussed. Various experiments were carried out to investigate the charging characteristics of electrical components. Theoretical and experimental results showed that the PEH was able to charge a battery with ambient vibrations but still needed an effective mechanism which can convert mechanical energy to electrical energy and an optimal electric circuit which dissipates small energy.

• 대한기계학회논문집
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• 제16권11호
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• pp.2033-2048
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• 1992

본 연구에서는 탄성체 구조물로 형성된 응용에서 좀더 공통된 상황에 관한 것 이다.유일한 선형해석모델의 규명에 필요한 정보제공을 위하여 충분히 넓은 진동수 범위에 걸쳐 응답을 측정하고, 구조물을 기진시키는 것은 불가능하고 비경제적이며 또 는 일반적으로 바람직하지 못할 것으로 생각된다.